HomeMy WebLinkAboutORD 2017-045 ORDINANCE NO. 2017-045
AN ORDINANCE ISSUING A CONDITIONAL USE PERMIT
CU17-13 TO AMEND THE SITE PLAN APPROVED BY
ORDINANCE NO. 2015-47 FORA PLANNED COMMERCIAL
CENTER TO ALLOW A TWENTY FOOT POLE SIGN IN
CONJUCTION WITH A RESTAURANT(WAFFLE HOUSE) IN
A DISTRICT ZONED "CC" COMMUNITY COMMERCIAL
DISTRICT LOCATED ON LOT 1B, BLOCK 1, BETHEL
CENTER (2805 BASS PRO DRIVE) ALL IN ACCORDANCE
WITH A SITE PLAN APPROVED PURSUANT TO SECTION
47 OF ORDINANCE NO. 82-73 ATTACHED HERETO AND
MADE A PART HEREOF AS EXHIBIT "A", AND ALL OTHER
CONDITIONS, RESTRICTIONS AND SAFEGUARDS
IMPOSED HEREIN; CORRECTING THE OFFICIAL ZONING
MAP; PRESERVING ALL OTHER PORTIONS OF THE
ZONING ORDINANCE; PROVIDING A CLAUSE RELATING
TO SEVERABILITY; DETERMINING THAT THE PUBLIC
INTERESTS, MORALS AND GENERAL WELFARE DEMAND
THE ISSUANCE OF THIS CONDITIONAL USE PERMIT;
PROVIDING A PENALTY NOT TO EXCEED THE SUM OF
TWO THOUSAND DOLLARS ($2,000.00) DECLARING AN
EMERGENCY AND PROVIDING AN EFFECTIVE DATE
WHEREAS, an application was made requesting issuance of a conditional use
permit by making applications for same with the Planning and Zoning Commission of the
City of Grapevine, Texas, as required by State statutes and the zoning ordinance of the
City of Grapevine, Texas, and all the legal requirements, conditions and prerequisites
having been complied with, the case having come before the City Council of the City of
Grapevine, Texas, and
WHEREAS, the City Council of the City of Grapevine, Texas, at a public hearing
called by the City Council did consider the following factors in making a determination as to
whether this requested conditional use permit should be granted or denied: safety of the
motoring public and the pedestrians using the facilities in the area immediately surrounding
the site; safety from fire hazards and measures for fire control; protection of adjacent
property from flood or water damages, noise producing elements, and glare of the
vehicular and stationary lights and effect of such lights on established character of the
neighborhood; location, lighting, and types of signs and relation of signs to traffic control
and adjacent property; street size and adequacy of width for traffic reasonably expected to
be generated by the proposed use around the site and in the immediate neighborhood;
adequacy of parking as determined by requirements of this ordinance for off-street parking
facilities; location of ingress and egress points for parking and off-street locating spaces,
and protection of public health by surfacing on all parking areas to control dust; effect on
P_ the promotion of health and the general welfare; effect on light and air; the effect on the
overcrowding of the land; the effect on the concentration of population; the effect on the
transportation, water, sewerage, schools, parks and other facilities; and
WHEREAS, the City Council of the City of Grapevine, Texas, at a public hearing
called by the City Council of the City of Grapevine, Texas, did consider the following factors
in making a determination as to whether this requested conditional use permit should be
granted or denied; effect on the congestion of the streets, the fire hazards, panics and
other dangers possibly present in the securing of safety from same, the effect on the
promotion of health and the general welfare, effect on adequate light and air, the effect on
the overcrowding of the land, the effect on the concentration of population, the effect on
the transportation, water, sewerage, schools, parks and other public facilities; and
WHEREAS, all of the requirements of Section 48 of Ordinance No. 82-73 have been
satisfied by the submission of evidence at a public hearing; and
WHEREAS, the City Council further considered among other things the character of
the existing zoning district and its peculiar suitability for particular uses and with the view to
conserve the value of buildings and encourage the most appropriate use of land
throughout this City; and
WHEREAS, the City Council of the City of Grapevine, Texas, does find that there is
a public necessity for the granting of this conditional use permit, that the public demands it,
that the public interest clearly requires the amendment, that the zoning changes do not
unreasonably invade the rights of those who bought or improved property with reference to
the classification which existed at the time their original investment was made; and
WHEREAS, the City Council of the City of Grapevine, Texas, does find that the
conditional use permit lessens the congestion in the streets, helps secure safety from fire,
panic and other dangers, prevents the overcrowding of land, avoids undue concentration of
population, facilitates the adequate provisions of transportation, water, sewerage, schools,
parks and other public requirements; and
WHEREAS, the City Council of the City of Grapevine, Texas, has determined that
there is a necessity and need for this conditional use permit and has also found and
determined that there has been a change in the conditions of the property surrounding and
in close proximity to the property requested for a change since this property was originally
classified and, therefore, feels that the issuance of this conditional use permit for the
particular piece of property is needed, is called for, and is in the best interest of the public
at large, the citizens of the City of Grapevine, Texas, and helps promote the general health,
safety and welfare of this community.
NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF
GRAPEVINE, TEXAS:
Section 1. That the City does hereby issue a conditional use permit in
accordance with Section 48 of Ordinance No. 82-73, the Comprehensive Zoning Ordinance
of the City of Grapevine, Texas, same being also known as Appendix "D" of the City Code,
Ordinance No. 2017-045 2
by granting Conditional Use Permit CU17-13 to amend the site plan approved by
Ordinance No. 2015-47 for a planned commercial center, to allow a twenty foot pole sign in
conjunction with a restaurant (Waffle House) in a district zoned "CC" Community
Commercial District Regulations within the following described property: Lot 1 B, Block 1,
Bethel Center (2805 Bass Pro Drive) all in accordance with a site plan approved pursuant
to Section 47 of Ordinance No. 82-73, attached hereto and made a part hereof as Exhibit
"A", and all other conditions, restrictions, and safeguards imposed herein, including but not
limited to the following: None.
Section 2. That the City Manager is hereby directed to amend the official zoning
map of the City of Grapevine, Texas, to reflect the herein conditional use permit.
Section 3. That in all other respects the use of the tract or tracts of land herein
above described shall be subject to all the applicable regulations contained in said City of
Grapevine zoning ordinance and all other applicable and pertinent ordinances of the City of
Grapevine, Texas.
Section 4. That the zoning regulations and districts as herein established have
been made in accordance with the comprehensive plan for the purpose of promoting
health, safety, morals and the general welfare of the community. They have been
designed with respect to both present conditions and the conditions reasonably anticipated
to exist in the foreseeable future; to lessen congestion in the streets; to secure safely from
fire, panic, flood and other dangers; provide adequate light and air; to prevent
overcrowding of land, to avoid undue concentration of population; facilitate the adequate
provisions of transportation, water, sewerage, drainage and surface water, parks and other
public requirements, and to make adequate provisions for the normal business, commercial
needs and development of the community. They have been made with reasonable
consideration, among other things, of the character of the district, and its peculiar suitability
for the particular uses and with a view of conserving the value of buildings and encouraging
the most appropriate use of land throughout the community.
Section 5. That this ordinance shall be cumulative of all other ordinances of the
City of Grapevine, Texas, affecting zoning and shall not repeal any of the provisions of said
ordinances except in those instances where provisions of those ordinances which are in
direct conflict with the provisions of this ordinance.
Section 6. That the terms and provisions of this ordinance shall be deemed to be
severable and that if the validity of the zoning affecting any portion of the tract or tracts of
land described herein shall be declared to be invalid, the same shall not affect the validity
of the zoning of the balance of the tract or tracts of land described herein.
Section 7. That any person violating any of the provisions of this ordinance shall
be deemed guilty of a misdemeanor and upon conviction thereof shall be fined in a sum
not to exceed two thousand dollars ($2,000.00) and a separate offense shall be deemed
committed upon each day during or on which a violation occurs or continues.
Ordinance No. 2017-045 3
Section 8. That the fact that the present ordinances and regulations of the City of
Grapevine, Texas, are inadequate to properly safeguard the health, safety, morals, peace
and general welfare of the inhabitants of the City of Grapevine, Texas, creates an
emergency for the immediate preservation of the public business, property, health, safety
and general welfare of the public which requires that this ordinance shall become effective
from and after the date of its final passage, and it is accordingly so ordained.
PASSED AND APPROVED BY THE CITY COUNCIL OF THE CITY OF
GRAPEVINE, TEXAS on this the 18th day of July, 2017.
APPROVED:
434—
William D. Tate
Mayor
ATTEST: AP ,
F
./.:/ 4i,_I
Tara Brooks
City Secretary * * *
APPROVED AS TO FORM:
7-1
John F. Boyle, Jr.
City Attorney
p
i
Ordinance No. 2017-045 4
_ 5 89'59'33" W 79611'
I — — 452.87' — — \ — — — 343.24' — — —
I— — — — — — — — — — — I
III I I -I ---
— EXIST. ZONING CC�
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I I � I
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C FUTURE RETAIL/RES.AURANT \os
LOT\4, BLOCK 1—
BETHYL CATER
S 89'24'45" W 22(L00'
\\ \ EXIST. ZONING "CC"
\ FUN E RETAIL/RESTAURAN `s=
\\ \\ \�OT 3R, BL01
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( STORY BLE G.)
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VICINITY MAP
NOT TO SCALE
TEAM MEMBERS
WAFFLE HOUSE, INC.
5986 FINANCIAL DRIVE, NORCROSS, GA 30071
ATTN: DREW JOINER PH: (770) 729-5805
WAFFLE HOUSE, INC.
5986 FINANCIAL DRIVE, NORCROSS, GA 30071
ATTN: DREW JOINER PH: (770) 729-5805
CIVIL ENGINEER
THOMAS SITE DEVELOPMENT ENGINEERING, INC.
2004 BEDFORD ROAD, SUITE 200
BEDFORD, TEXAS 76021
ATTN: MATHEW THOMAS PH: 214.680.2728
ARCHITECT
MARK D. PAVEY, AIA -ARCHITECT
P.O. BOX 1365
GULF SHORES, AL 36547
ATTN: MARK PAVEY; PH: 334.546.3624
LANDSCAPE ARCHITECT
FELDMAN DESIGN STUDIOS
P.O. BOX 832346
RICHARDSON. TX 75083-2346
ATTN: CAROL FELDMAN; PH: 972.523.4944
71
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CONDITIONAL USE REQUEST CU17-13 Q
1. CONDITIONAL USE REQUEST CU17-131S A REQUEST TO AMEND THE PREVIOUSLY
APPROVED SITE PLAN OF CU15-33 (ORD. 201547) FOR A PLANNED COMMERCIAL Q
CENTER, SPECIFICALLY TO ALLOW A POLE SIGN IN CONJUNCTION WITH A
RESTAURANT.
2. LIGHT FIXTURES INCLUDING THE BASE SHALL BE MOUNTED NO HIGHER THAN
THE HIGHEST POINT ON THE PRIMARY STRUCTURE OR 16' IN HEIGHT.
3. LIGHTING LEVELS AT THE NORTH PROPERTY LINE MAY NOT EXCEED 0.5
FOOTCANDLES AND ADJACENT TO THE SOUTH, EAST AND WEST PROPERTY
LINES, INCLUDING ON -PREMISE SIGNAGE MAY NOT EXCEED 3.0 FOOTCANDLES.
IVENIE
STORE
�I I-
SITE DATA
Ij
V _.,
� I .
OP L
TOTAL BUILDING AREA TOTALBLDG.&
BUILDING MIN.OPENSPACE LANDSCAPEAREA NETOPENSPACE
TA
NUMBER
(SF)
(SF)
PAVEDAREA(SF) COVERAGE
REQD.(SF)
(SF)
0 60 120 180 240
GRAPHIC SCALE IN FEET
1" = 60'
CITG FIATA
(Ol-a Z
G p� R,e
GRAPEVINE
Lr
V � _ 00
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BASS PROD W 0 U
PRO Ocmmo W U
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DALLAS RD � 114
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14 = N mZw
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VICINITY MAP
NOT TO SCALE
TEAM MEMBERS
WAFFLE HOUSE, INC.
5986 FINANCIAL DRIVE, NORCROSS, GA 30071
ATTN: DREW JOINER PH: (770) 729-5805
WAFFLE HOUSE, INC.
5986 FINANCIAL DRIVE, NORCROSS, GA 30071
ATTN: DREW JOINER PH: (770) 729-5805
CIVIL ENGINEER
THOMAS SITE DEVELOPMENT ENGINEERING, INC.
2004 BEDFORD ROAD, SUITE 200
BEDFORD, TEXAS 76021
ATTN: MATHEW THOMAS PH: 214.680.2728
ARCHITECT
MARK D. PAVEY, AIA -ARCHITECT
P.O. BOX 1365
GULF SHORES, AL 36547
ATTN: MARK PAVEY; PH: 334.546.3624
LANDSCAPE ARCHITECT
FELDMAN DESIGN STUDIOS
P.O. BOX 832346
RICHARDSON. TX 75083-2346
ATTN: CAROL FELDMAN; PH: 972.523.4944
71
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CONDITIONAL USE REQUEST CU17-13 Q
1. CONDITIONAL USE REQUEST CU17-131S A REQUEST TO AMEND THE PREVIOUSLY
APPROVED SITE PLAN OF CU15-33 (ORD. 201547) FOR A PLANNED COMMERCIAL Q
CENTER, SPECIFICALLY TO ALLOW A POLE SIGN IN CONJUNCTION WITH A
RESTAURANT.
2. LIGHT FIXTURES INCLUDING THE BASE SHALL BE MOUNTED NO HIGHER THAN
THE HIGHEST POINT ON THE PRIMARY STRUCTURE OR 16' IN HEIGHT.
3. LIGHTING LEVELS AT THE NORTH PROPERTY LINE MAY NOT EXCEED 0.5
FOOTCANDLES AND ADJACENT TO THE SOUTH, EAST AND WEST PROPERTY
LINES, INCLUDING ON -PREMISE SIGNAGE MAY NOT EXCEED 3.0 FOOTCANDLES.
NOTES
I '
2
I
3
APE
5
6
ALL PROPERTY SHOWN HEREON IS ZONED C -C.
NO PORTIONS OF THE SUBJECT PROPERTY IS SHOWN TO BE WITHIN A SPECIAL
HAZARD AREA AS DEFINED BY THE FIA FLOOD HAZARD BOUNDARY MAPS PREPARI
FOR THE CITY OF GRAPEVINE, COMMUNITY NO. 480598.
PARKING FOR THE DISABLED SHALL BE DESIGNATED ACCORDING TO THE CITY OF
GRAPEVINE CODE OF ORDINANCES.
PARKING LOT LIGHTING SHALL BE DESIGNED USING A MIN. 1.5 FOOT CANDLES LIG'.
LEVEL.
THE REQUIREMENTS OF THE GRAPEVINE SOIL EROSION CONTROL ORDINANCE
SHALL BE MET DURING THE PERIOD OF CONSTRUCTION.
ALL REQUIREMENTS OF THE ZONING ORDINANCE SECTION 60, SIGN STANDARDS,
SHALL BE MET BY THIS DEVELOPMENT.
CASE NAME: WAFFLE HOUSE RESTAURANT I w
CASE NUMBER: CU17-13 0
LOCATION: 2805 BASS PRO ROAD
MAYOR SECRETARY
DATE:_
PLANNING AND ZONING COMMISSION
CHAIRMAN
DATE:
SHEET: ? OF 10
APPROVAL DOES NOT AUTHORIZE ANY
WORK IN CONFLICT WITH ANY CODES OR
ORDINANCES
DEPARTMENT OF DEVELOPMENT SERVICES
MASTER DEVELOPMENT PLAN - 1
LOTS 1A, 1 B,2AB, 2AR, 3R1, 4R -7R -
BLOCK 1, BETHEL CENTER ADDITION
CITY OF GRAPEVINE, TX 76051
CITY OF GRAPEVINE
TARRANT COUNTY, TX 76051
OWNER ENGINEER
WAFFLE HOUSE, INC. THOMAS SITE DEVELOPMENT ENGINEERING INC.
5986 FINANCIAL DRIVE, NORCROSS. GA 30071 2004 BEDFORD ROAD, SUITE 200, BEDFORD, TX 76021
ATTN: DREW JOINER PH: (770) 729-5805 ATTN: MATHEW THOMAS, PE PH: (214) 680-2728
MDP -1
SHEET 1 OF 10
SITE DATA
LOT
LOTAREA
TOTAL BUILDING AREA TOTALBLDG.&
BUILDING MIN.OPENSPACE LANDSCAPEAREA NETOPENSPACE
PARKING
NUMBER
(SF)
(SF)
PAVEDAREA(SF) COVERAGE
REQD.(SF)
(SF)
(SF)
REQ. /PROV.
IA
53,979
6,250
40,953
11.58%
20% OR 10,796
13,026
2,230
40/43
1B
35,146
1,635
23,921
4.65%
20% OR 71029
11,225
4,185
17/33
2
143,749
93,031
93,031
64.72%
30% OR 43,125
50,718
7,593
192/192
3
65,976
4
62,359
5
78,392
34,923
54,923
44.55%
30%Oft 23, 518
24,287
769
77/79
6
79,836
16,609
56,135
20.80%
F. OR 32,951
23,396
-555
74/74
7
190,215
!-THESE LOTS ARE CURRENTLY OPEN AREAS TO BE DEVELOPED IN THE FUTURE. SPECIFIC PROJECT DATA WILL BE PROV DED AT TI ME OF DEVELOPMENT
NOTES
I '
2
I
3
APE
5
6
ALL PROPERTY SHOWN HEREON IS ZONED C -C.
NO PORTIONS OF THE SUBJECT PROPERTY IS SHOWN TO BE WITHIN A SPECIAL
HAZARD AREA AS DEFINED BY THE FIA FLOOD HAZARD BOUNDARY MAPS PREPARI
FOR THE CITY OF GRAPEVINE, COMMUNITY NO. 480598.
PARKING FOR THE DISABLED SHALL BE DESIGNATED ACCORDING TO THE CITY OF
GRAPEVINE CODE OF ORDINANCES.
PARKING LOT LIGHTING SHALL BE DESIGNED USING A MIN. 1.5 FOOT CANDLES LIG'.
LEVEL.
THE REQUIREMENTS OF THE GRAPEVINE SOIL EROSION CONTROL ORDINANCE
SHALL BE MET DURING THE PERIOD OF CONSTRUCTION.
ALL REQUIREMENTS OF THE ZONING ORDINANCE SECTION 60, SIGN STANDARDS,
SHALL BE MET BY THIS DEVELOPMENT.
CASE NAME: WAFFLE HOUSE RESTAURANT I w
CASE NUMBER: CU17-13 0
LOCATION: 2805 BASS PRO ROAD
MAYOR SECRETARY
DATE:_
PLANNING AND ZONING COMMISSION
CHAIRMAN
DATE:
SHEET: ? OF 10
APPROVAL DOES NOT AUTHORIZE ANY
WORK IN CONFLICT WITH ANY CODES OR
ORDINANCES
DEPARTMENT OF DEVELOPMENT SERVICES
MASTER DEVELOPMENT PLAN - 1
LOTS 1A, 1 B,2AB, 2AR, 3R1, 4R -7R -
BLOCK 1, BETHEL CENTER ADDITION
CITY OF GRAPEVINE, TX 76051
CITY OF GRAPEVINE
TARRANT COUNTY, TX 76051
OWNER ENGINEER
WAFFLE HOUSE, INC. THOMAS SITE DEVELOPMENT ENGINEERING INC.
5986 FINANCIAL DRIVE, NORCROSS. GA 30071 2004 BEDFORD ROAD, SUITE 200, BEDFORD, TX 76021
ATTN: DREW JOINER PH: (770) 729-5805 ATTN: MATHEW THOMAS, PE PH: (214) 680-2728
MDP -1
SHEET 1 OF 10
I
I —
_S 00'35'15'_E_596. 56'
- - / GRAPEVINE \
ENCHANTED WAY J F
(70' R.O.W.) R -o
—S 00'35'15" E 473.24' — — — — — — — S 00-3
71-
HOTEL
O E 202.68— �BpzK,po
BUS. 114
HOTEL - ( I wr is ami
(5 STORY BLDG.) _ f', I ,E o I i DALLAS RD
n
—— _ _ -----
I / i OT 2B
--i PROPOSED
Exlsr. ZONING "cc' --BETHEL CENT€Rr
14
/ FUTURE HOTEL/OFFICE/RETAIL I I_ LI J - - _. _1 - RESTAURANT
Ki
S 00'36'11
_ _ ____ "
jai
LOT 7, BLOCK 1 " r ' 08
BETHEL CENTER _4- CLw
S 00.35'15" W 163.a3 NVENIENCE
tBE
R, BLOCK 1 ''�
��5g9 CENTER STORE
o6
EXIST. ZONING 'CC"
_J FUTURE RETAIL/RESTAURANT 9
cn / S 00'01'18" W 39325'3 182.88. 210.37' n LOT 3R, BLOCK 1 \ a I ,BETHEL CENTER/ VEXIST. ZONING 'CC"
FUTURE RETAIL/RESTAURANT �
EXIST. I'ONING "CCI -
FUTURE HOTEL/OFFICE/R TAIL / / / ' S SER
II I I I //' /%' Y 121 VICE
EXIST. ¢ONING "CC" F J I 3 \\ \ �/ - STATE HIGH ROAD...,
p
IFUTURE HO L/OFFICE/RETAIL / LOT 4, BL K 1 \ / / ,g / R�A R.o.w.)
I BETHEL CENTER
I I 31 I LOT 5, LOCK 1
BETHEL CENTER
L L
LO
ND PRA/q/F ou OR
21
2499
a
ag LL of
BA$$
PRO �
r
26
J
35 w
114 N
/01--c';1
VICINITY MAP
NOT TO SCALE
TEAM MEMBERS
WAFFLE HOUSE, INC.
5986 FINANCIAL DRIVE, NORCROSS, GA 30071
ATTN: DREW JOINER PH: (770) 729-5805
WAFFLE HOUSE, INC.
5986 FINANCIAL DRIVE, NORCROSS. GA 30071
ATTN: DREW JOINER PH: (770) 729-5805
CIVIL ENGINEER
THOMAS SITE DEVELOPMENT ENGINEERING, INC.
2004 BEDFORD ROAD, SUITE 200
BEDFORD,TEXAS 76021
ATTN: MATHEW THOMAS PH: 214.680.2728
ARCHITECT
MARK D. PAVEV, AIA -ARCHITECT
P.O. BOX 1365
GULF SHORES, AL 36547
ATTN: MARK PAVEV; PH: 334.546.3624
FELDMAN DESIGN STUDIOS
P.O. BOX 832346
RICHARDSON, TX 75083-2346
ATTN: CAROL FELDMAN: PH: 972.523.4944
71
71
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CONDITIONAL USE REQUEST CU17-13
vi 1. CONDITIONAL USE REQUEST CU17-131S A REQUEST TO AMEND THE PREVIOUSLY
LOT 6, (BLOCK 1 I / /� APPROVED SITE PLAN OF ALLOW
(ORD. E SIGN ) FORA PLANNED WITH A CIA
/ nY`��'`�/ CENTER, SPECIFICALLY TO ALLOW A POLE SIGN IN CONJUNCTION WITH A
BETHE4 CENTERI I / / RESTAURANT. Q
2. LIGHT FIXTURES INCLUDING THE BASE SHALL BE MOUNTED NO HIGHER THAN
THE HIGHEST POINT ON THE PRIMARY STRUCTURE OR 16" IN HEIGHT.
/ 3. LIGHTING LEVELS AT THE NORTH PROPERTY LINE MAY NOT EXCEED 0.5
FOOTCANDLES AND ADJACENT TO THE SOUTH, EAST AND WEST PROPERTY
LINES, INCLUDING ON -PREMISE SIGNAGE MAY NOT EXCEED 3.0 FOOTCANDLES.
I
I /
100 150 200
GRAPHIC SCALE IN FEET
1" = 50'
NOTES:
1. ALL PROPERTY SHOWN HEREON IS ZONED C -C.
2. NO PORTIONS OF THE SUBJECT PROPERTY IS SHOWN TO BE WITHIN A SPECIAL
HAZARD AREA AS DEFINED BY THE FIA FLOOD HAZARD BOUNDARY MAPS PREPARED
FOR THE CITY OF GRAPEVINE, COMMUNITY NO. 480598.
3. PARKING FOR THE DISABLED SHALL BE DESIGNATED ACCORDING TO THE CITY OF
GRAPEVINE CODE OF ORDINANCES.
4. PARKING LOT LIGHTING SHALL BE DESIGNED USING A MIN. 1.5 FOOT CANDLES LIGHT
LEVEL.
5. THE REQUIREMENTS OF THE GRAPEVINE SOIL EROSION CONTROL ORDINANCE
SHALL BE MET DURING THE PERIOD OF CONSTRUCTION.
6. ALL REQUIREMENTS OF THE ZONING ORDINANCE SECTION 60, SIGN STANDARDS,
SHALL BE MET By
THIS DEVELOPMENT.
SITE DATA
CASE NAME: WAFFLE HOUSE RESTAURANT
CASE NUMBER: CU17-13 ao
LOCATION : 2805 BASS PRO ROAD
MAYOR SECRETARY
DATE:
PLANNING AND ZONING COMMISSION
CHAIRMAN
DATE:
SHEET:_L OF 10
APPROVAL DOES NOT AUTHORIZE ANY
WORK IN CONFLICT WITH ANY CODES OR
ORDINANCES
DEPARTMENT OF DEVELOPMENT SERVICES
MASTER DEVELOPMENT PLAN - 2
LOTS 1A, 1B,2AB, 2AR, 3R1, 4R -7R
BLOCK 1, BETHEL CENTER ADDITION
CITY OF GRAPEVINE, TX 76051
CITY OF GRAPEVINE
TARRANT COUNTY, TX 76051
OWNER ENGINEER
WAFFLE HOUSE, INC. THOMAS SITE DEVELOPMENT ENGINEERING INC.
5986 FINANCIAL DRIVE, NORCROSS. GA 30071 2004 BEDFORD ROAD, SUITE 200, BEDFORD, TX 76021
ATTN: DREW JOINER PH: (770) 729-5805 ATTN: MATHEW THOMAS, PE PH: (214) 680-2728
MDP -2
SHEET 2 O 10
LOT 2A -R, BLOCK 1
O
IN ST N0. D215217864
I
PARKING STALL COUNT
BETHEL CENTER ADDITION
PROPERTY LINE
----�
� m
1
CAB. A'SLIDE 5249
P.R. T.C.T.
LOT 2A -R, BLOCK 1
BETHEL CENTER ADDITION
MOODY NATIONAL TEXAS
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CAB. A, SLIDE 5249
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HOTEL TRUST
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FLORIDA BETHEL, LTD,
BRIGHT GRAPEVINE II,
INST_ N0. D197163086
O.P.R.T.C.T.SUPREME
0.P.R.T.C.T.
WTDEPTH(MIN.)
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INST. N0. D215291109
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ADA POLE SIGNAGE 8 ES (TYP.) - 2 PLACES (1
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REGULAR AND 1 VAN ACCESSIBLE SIGNAGE)
(TRAFFIC WHITE)
14
CAN WASH WITH HOT AND COLD WATER
PARKING (1 PER30CCUPANCV)
CONCRETE PAVING (THICKNESS PER
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c _INST. N0. D215217864
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EXISTING FIRE HYDRANT
0 FIRE LANE 6 MUTUAL ACCESS EASEMENT
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LOT 1A BLOCK
BETHEL CENTER ADDITION
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IN ST N0. D215217864
I
PARKING STALL COUNT
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PROPERTY LINE
GRAPEVINE
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ADJOINED PROPERTY
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NOTES BY SYMBOL:
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INST_ N0. D197163086
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0.P.R.T.C.T.
WTDEPTH(MIN.)
= EXISTING CURB
11
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DUMPSTER WITH ENCLOSURE WITH 1" THICK CONC. APRON.
PROPOSED CURB
SIDEYARD
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REFER TO ARCHITECTURAL PLANS FOR DETAILS
0
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3
HANDICAP ACCESSIBLE PARKING SPACE (TYP.)
PAINTED
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ADA POLE SIGNAGE 8 ES (TYP.) - 2 PLACES (1
PAINTED WALKWAY
TOSIDEWALK
GENERAL NOTES:
IIIPROPOSED
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LEGEND:
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PARKING STALL COUNT
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PROPERTY LINE
GRAPEVINE
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1
ADJOINED PROPERTY
LAKE
NOTES BY SYMBOL:
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LIGHTING
(SEE ELECTRICAL PLANS)
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- - - - BUILDING SETBACK LINE
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WAFFLE HOUSE RESTAURANT- 1,635 SF BUILDING
- - EASEMENTS
'
d)m
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WTDEPTH(MIN.)
= EXISTING CURB
11
INSTALL 5' CURB INLET AND STORM DRAIN PER DETAILS ON SHEET C-3.2 8 C-5.3
DUMPSTER WITH ENCLOSURE WITH 1" THICK CONC. APRON.
PROPOSED CURB
SIDEYARD
Z
REFER TO ARCHITECTURAL PLANS FOR DETAILS
AND GUTTER
STRIPE
40
�q0
3
HANDICAP ACCESSIBLE PARKING SPACE (TYP.)
PAINTED
(TRAFFIC WHITE)
I
BUILDING HEIGHT (FT)
ADA POLE SIGNAGE 8 ES (TYP.) - 2 PLACES (1
PAINTED WALKWAY
TOSIDEWALK
4
REGULAR AND 1 VAN ACCESSIBLE SIGNAGE)
(TRAFFIC WHITE)
14
CAN WASH WITH HOT AND COLD WATER
PARKING (1 PER30CCUPANCV)
CONCRETE PAVING (THICKNESS PER
BUS. 114
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ADA COMPLIANT ACCESSIBLE ROUTE
DETAIL ON SHEET C-5.0
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16
4' THICK CONCRETE SIDEWALK
DALLAS RD
OADA
COMPLIANT RAMP (TVP.)
W
UNDER A SEPARATE SIGN PERMIT.
INTERIOR LANDSCAPED AREA
HANOVER
(RE: LANDSCAPE PLANS)
14 ~
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EXISTING FIRE HYDRANT
0 FIRE LANE 6 MUTUAL ACCESS EASEMENT
IIIPROPOSED
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20' TALL PYLON SIGNAGE WITH 50 SF FACE AREA. ALL
SIGNAGE TO BE APPROVED AND INSTALLED UNDER A SEPARATE SIGN
1 6
PARKING STALL COUNT
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LIGHT STANDARD (TVP.) (HEIGHT INCLD. BASE NO TO EXCEED BUILDING HEIGHT.)
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LIGHTING
(SEE ELECTRICAL PLANS)
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Y WIDE CURB OPENING FOR DRAINAGE
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LOT WIDTH (MIN.)
120'
d)m
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WTDEPTH(MIN.)
.
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INSTALL 5' CURB INLET AND STORM DRAIN PER DETAILS ON SHEET C-3.2 8 C-5.3
25'
-
SIDEYARD
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PROPOSE. WYE INLET
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25'
60.34
BUILDING HEIGHT (STORIES)
EXISTING SIDEWALK IN CITY R.O.W. CONNECT ADA ACCESSIBLE ROUTE
I
BUILDING HEIGHT (FT)
PROPOSED
PAVEMENT
13
TOSIDEWALK
38 SEATS
2(g
14
CAN WASH WITH HOT AND COLD WATER
PARKING (1 PER30CCUPANCV)
17
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INSTALL CONCRETE APRONS 6' BEYOND DRIP LINES OF AWNINGS
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BUILDING MOUNTED SIGNAGE. ALL SIGNAGE TO BE APPROVED AND INSTALLED
_GEDICNTION
.-15`BUILDING.& LANDSCAPE -SETBACK.. I INST NU 0215217864
146g' ��� �� S 43°11'13"
146 6 .. ,
W
UNDER A SEPARATE SIGN PERMIT.
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CONCRETE PAD FOR CO2 TANK
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MIN. LOTAREA(SF)
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BUILDING COVERAGE MAX.
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6.98%
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LOT WIDTH (MIN.)
120'
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WTDEPTH(MIN.)
120'
94.87• 1
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SIDEYARD
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25'
60.34
BUILDING HEIGHT (STORIES)
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BUILDING HEIGHT (FT)
PROPOSED
PAVEMENT
O24
SEATING CAPACITY
38 SEATS
2(g
2�
PARKING (1 PER30CCUPANCV)
17
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ADA COMPLIANT SP ACES
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_GEDICNTION
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146g' ��� �� S 43°11'13"
146 6 .. ,
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BASS PRO DRIVE
VARIABLE WIDTH PUBLIC RIGHT-OF-WAY
1. ALL PAVEMENT DIMENSIONS ARE TO FACE OF CURB UNLESS INDICATED OTHERWISE. ALL
BUILDING DIMENSIONS ARE TO OUTSIDE FACE OF WALL UNLESS INDICATED OTHERWISE.
2. SEE ARCHITECTURAL SHEETS FOR EXACT DIMENSIONS OF BUILDING, AND DETAILS AROUND
THE BUILDING.
3. ALL CURVE RADII ARE T UNLESS NOTED OTHERWISE.
4. SEE ELECTRICAL PLANS FOR SITE LIGHTING DESIGN AND DETAILS.
5. SEE LANDSCAPE PLANS FOR SITE LANDSCAPE DESIGN AND DETAILS.
14
'--S 44°29'46" W 7.38'
(PUT- S 4326'39' W 7.30)
.qITF nATA
DESCRIPTION
REQUIRED
PROVIDED
MIN. LOTAREA(SF)
30,000
35,146
OPEN SPACE REQUIRED SP (20% OF LOT)
7,029
11225(31.94%)
BUILDING AREA (sf)
1,635
BUILDING COVERAGE MAX.
60%
6.98%
MAX. IMPERVIOUS AREA 1%)
80%
67.07%
MAX. IMPERVIOUS AREA(sf)
28116.80
23643.25
LOT WIDTH (MIN.)
120'
146.61'
WTDEPTH(MIN.)
120'
192.03'
FRONTYARD
25'
67.78'
SIDEYARD
20'
46.55'
REARYARD
25'
60.34
BUILDING HEIGHT (STORIES)
I
1
BUILDING HEIGHT (FT)
50'
16
SEATING CAPACITY
38 SEATS
OCCUPANTLOAD
49
PARKING (1 PER30CCUPANCV)
17
33
ADA COMPLIANT SP ACES
I
2
LEGAL DESCRIPTION
LOT 1B, BLOCK 1, OF THE BETHEL CENTER ADDITION, AN ADDITION TO THE CITY OF
GRAPEVINE, TARRANT COUNTY, TEXAS, ACCORDING TO THE PLAT THEREOF FILED
UNDER COUNTY CLERICS DOCUMENT NO. D215217864, PLAT RECORDS, TARRANT
COUNTY, TEXAS
NOTES:
1. ALL PROPERTY SHOWN HEREON IS ZONED C -C.
2. NO PORTIONS OF THE SUBJECT PROPERTY IS SHOWN TO BE WITHIN A SPECIAL
HAZARD AREA AS DEFINED BY THE FIA FLOOD HAZARD BOUNDARY MAPS PREPARED
FOR THE CITY OF GRAPEVINE, COMMUNITY NO. 480598.
3. PARKING FOR THE DISABLED SHALL BE DESIGNATED ACCORDING TO THE CITY OF
GRAPEVINE CODE OF ORDINANCES.
4. PARKING LOT LIGHTING SHALL BE DESIGNED USING A MIN. 1.5 FOOT CANDLES LIGHT
LEVEL.
5. THE REQUIREMENTS OF THE GRAPEVINE SOIL EROSION CONTROL ORDINANCE
SHALL BE MET DURING THE PERIOD OF CONSTRUCTION.
6. ALL REQUIREMENTS OF THE ZONING ORDINANCE SECTION 60, SIGN STANDARDS,
SHALL BE MET BY THIS DEVELOPMENT.
BENCHMARK:
BENCHMARK NO. 4: ALUMINUM ROAD WITH CAP
STAMPED "CITY OF GRAPEVINE, NO. 4" -
MONUMENT LOCATED AT THE NE CORNER OF
THE GRAPEVINE MUNICIPAL GOLF COURSE.
ELEV: 471.73
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VICINITY MAP
NOT TO SCALE
TEAM MEMBERS
OWNER
WAFFLE HOUSE, INC.
5986 FINANCIAL DRIVE, NORCROSS, GA 30071
ATTN: DREW JOINER PH: (770) 7235805
WAFFLE HOUSE, INC.
5986 FINANCIAL DRIVE, NORCROSS, GA 30071
ATTN: DREW JOINER PH: (770) 7235805
THOMAS SITE DEVELOPMENT ENGINEERING, INC
2004 BEDFORD ROAD, SUITE 200
BEDFORD, TEXAS 76021
ATTN : MATHEW THOMAS PH: 214.680.2728
ARCHITECT
MARK D. PAVEY, AIA -ARCHITECT
P.O. BOX 1365
GULF SHORES, AL 36547
ATTN: MARK PAVEY; PH: 334.546.3624
FELDMAN DESIGN STUDIOS
P.O. BOX 832346
RICHARDSON, TX 75083-2346
ATTN: CAROL FELDMAN; PH: 972.523.4944
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CONDITIONAL USE REQUEST CU17-13
1. CONDITIONAL USE REQUEST CU17-131S A REQUEST TO AMEND THE PREVIOUSLY
APPROVED SITE PLAN OF CU15-33 (ORD. 201547) FOR A PLANNED COMMERCIAL
CENTER, SPECIFICALLY TO ALLOW A POLE SIGN IN CONJUNCTION WITH A
RESTAURANT.
2. LIGHT FIXTURES INCLUDING THE BASE SHALL BE MOUNTED NO HIGHER THAN
THE HIGHEST POINT ON THE PRIMARY STRUCTURE OR 16' IN HEIGHT.
3. LIGHTING LEVELS AT THE NORTH PROPERTY LINE MAY NOT EXCEED 0.5
>
FOOTCANDLES AND ADJACENT TO THE SOUTH, EAST AND WEST PROPERTY
LINES, INCLUDING ON -PREMISE SIGNAGE MAY NOT EXCEED 3.0 FOOTCANDLES.
0 20 40 60 80
GRAPHIC SCALE IN FEET
I,,= 20'
CASE NAME :WAFFLE HOUSE RESTAURANT
CASE NUMBER: CU17-13 0
LOCATION : 2805 BASS PRO ROAD
MAYOR SECRETARY
DATE:
PLANNING AND ZONING COMMISSION
CHAIRMAN
DATE:
SHEET: _L OF 10 _
APPROVAL DOES NOT AUTHORIZE ANY
WORK IN CONFLICT WITH ANY CODES OR
ORDINANCES
DEPARTMENT OF DEVELOPMENT SERVICES
DIMENSIONAL CONTROL SITE PLAN
LOT 1B, BLOCK 1, BETHEL CENTER ADDITION
CITY OF GRAPEVINE, TX 76051
35,146 SF (0.807 AC.)
CITY OF GRAPEVINE
TARRANT COUNTY, TX 76051
WAFFLE HOUSE, INC. THOMAS SITE DEVELOPMENT ENGINEERING INC.
5986 FINANCIAL DRIVE, NORCROSS, GA 30071 2004 BEDFORD ROAD, SUITE 200, BEDFORD, TX 760
ATTN: DREW JOINER PH: (770) 729-5805 ATTN: MATHEW THOMAS, PE PH: (214) 680-2728
C-2.0
SHEET 3 OF 10
C- Name
Bma w l Nunx
3
Native
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Q. Remarks
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Cm. Elm
U1,- crus /dm
Tree
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65 gal
8
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Daren Willow
Chmpns H—H,
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Ya
30 gal
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Alxhnx fdRvMGnurher'
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No
'5 gal
P
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M.W-1 rgul Lndh,h,ei
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Yes
5
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47
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3'-1 min.
Planting
Mexican Plum
Pruner mes¢am
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C—a canadenns Par rexr A'Ok(dmma'
Smallree
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5
3'4x1 min.
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Yet
'5 gd....
23
30"beight It
planting
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12,645
BmmdeF
Mns., enuldery z;B Ja, np.
8
Decom sed Gmnim
Brom'n color, 5.5"corn cred m 4"de rh
, ft.
2050
DECOMPOSED GRANITE
LIMITS OF CONSTRUCTION
- OVERHEAD ELECTRIC
UNDERGROUND SANITARY SEWER
UNDERGROUND WATER
PROPERTY UNE
BERMUDA NRF GRASS SOD
PLANT LIST i1 DRAWING KEY
BASS PRO DRIVE 15' STORM `E `R
PLANTING PLAN G
ScaIB: r' = zo'
Jurisdiction of Proiect
CITY OF GRAPEVINE PLANNING & ZONING
200 S MAIN ST., GRAPEVINE, TX 76051
P O. BOX 95104, GRAPEVINE TX 7A-
(817) A 1 0-31 11
6099(817)410-3155
TEXAS DEPARTMENT OF LICENSING AND REGULATION
ELIMINATION OF ARCHITECTURAL BARRIERS
E.0 THOMPSON STATE OFFICE BUILDING
920 COLD --
A STIN.
OLORADOAUSTIN. TEXAS 78701
(5121463-3211
csi z147szaxn lFAxJ
Landscaping Requirements
GRAPEVINE, TX CODE OF ORDINANCES
SECTION 53 LANDSCAPE REGULATIONS
INTERIOR LANDSCAPING
A. A MIN OF 10%, OF GROSS PARKING AREAS IN LANDSCAPE (5$08 SF)
REQUIRED. 551 SF PROVIDED 972 SF
B. MIN I TREE PER 400 SF OF INTERIOR LANDSCAPE AREA
REQUIRED. 2 TREES PROVIDED. 6 TREES
C. INTERIOR PLANTER ISLAND TREES
REQUIRED'. b TREES PROVIDED. 6TREES
PERIMETER LANDSCAPING
A. ALL PARKING LOTS AND VEHICULAR USE AREAS SCREENED
PROVIDED HEDGE SCREENING
NOTE: PLANT MATERIAL SELECTED TO SCREEN THE VEHICLE USE AREAS FROM
THE RIGHT-OF-WAY AND FROM ADJACENT PROPERTIES SHALL BE A MINIMUM OF
THIRTY INCHES AT THE TIME OF PLANTING AND THE TYPE O SPECIES THAT CAN
ATTAIN A HEIGHT OF THREE FEET ONE YEAR AFTER PLANTING.
B 15PERIMETER LANDSCAPE ABUTTING PUBLIC ROW
PROVIDED 15' ABUTTING BASS PRO DRIVE
25' ABUTTING ENCHANTED WAY
C. 10' PERIMETER LANDSCAPE ABUTTING ADJACENT PROPERTIES.
PROVIDED: 10' ABUTTING NORTH & W EST PROPERTIES
D I TREEFOREACH 10 LIN FTOFPERIMETER
NORTH -(163 LFI REQUIRED. 4 TREES PROVIDED.4TREES
EAST-H92LFIREQUIRED:4TREES 1ROVIDED.4TREES
SOUTH -(147 LF)REQUIRED.3TREES PROVIDED.3TREES
WEST(228LE) REQUIRED. 5 TREES PROVIDED.5TREES
OPEN SPACE REQUIREMENT
A SITE'. 35,146SF MIN30%INOPENSPACE
REQUIRED OPEN SPACE'. 7,029 SF (20%)
PROVIDED OPEN SPACE. 11,215 SF (31 94%)
OPEN SPACE IN FRONT YARD. 3,788 SF (10 8%)
ONE TREE PER 3000 SF
TREESREQUIRED. 4 TREES
TREES PROVIDED. 4 TREES
LANDSCAPE DOES NOT OBSTRUCT TRAFFIC VISIBILITY
NO EXISTING TREES ON SITE
Irrigation Requirements
UNDERGROUND AUTOMATIC SPRINKLING SYSTEM PROVIDED.
SYSTEM DESIGNED AND INSTALLED ACCORDING TO TCEQ LAWS AND
REGULATIONS PROVIDING FOR -COVERAGE ON ALL LANDSCAPE AND TURF
THE SYSTEM SHALL INCLUDE A FREEZE -RAIN SENSOR AND RPZ WITH
ENCLOSURE.
Site Location
TEAM MEMBERS
WAFFLE HOUSE, INC.
5986 FINANCIAL DRIVE, NORCROSS, GA 30071
ATTN: DREW JOINER PH: (770) 729-5805
WAFFLE HOUSE, INC.
5986 FINANCIAL DRIVE, NORCROSS, GA 30071
ATTN: DREW JOINER PH: (770) 729-5805
CIVIL ENGINEER
THOMAS SITE DEVELOPMENT ENGINEERING, INC.
2004 BEDFORD ROAD, SUITE 200
BEDFORD, TEXAS 76021
ATTN MATHEW THOMAS PH: 214.680.2728
ARCHITECT
MARK D. PAVEY, AIA - ARCHITECT
P.O. BOX 1365
GULF SHORES, AL 36547
ATTN: MARK PAVEY; PH: 334.546.3624
LANDSCAPE ARCHITECT
FELDMAN DESIGN STUDIOS
P.O. BOX 832346
RICHARDSON, TX 75083-2346
ATTN: CAROL FELDMAN; PH: 972.523.4944
SE OF
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771
CONDITIONAL USE REQUEST CUI7-1315 A REQUEST TO AMEND THE PREVIOUS LY
APPROVED SITE PLAN OF CU15-33 (ORD. 2015-07) FOR A PLANNED COMMERCIAL
CENTER, SPECIFICALLY TO ALLOW A POLE SIGN IN CONJUNCTION WITH A
RESTAURANT.
LIGHT FIXTURES INCLUDING THE BASE SHALL BE MOUNTED NO HIGHER THAN
THE HIGHEST POINT ON THE PRIMARY STRUCTURE OR 16' IN HEIGHT.
LIGHTING LEVELS AT THE NORTH PROPERTY LINE MAY NOT EXCEED 0.5
FOOTCANDLES AND ADJACENT TO THE SOUTH, EAST AND WEST PROPERTY
LINES, INCLUDING ON -PREMISE SIGNAGE MAY NOT EXCEED 3.0 FOOTCANDLES. ^ r
CASE NAME. WAFFLE HOUSE RESTAURANT < 4p N
CASE NUMBER' CU17-13 a a n r
LOCATION. 2805 BASS PRO DRIVE
MAYOR SECRETARY F-
N
DATE: w
O
PLANNING AND ZONING COMMISSION w
LANDSCAPE PLAN
0
LOT 1 B, BLOCK 1, BETHEL CENTER ADDITION
CITY OF GRAPEVINE, TX 76051
35,146 SF (0.807 AC.)
CITY OF GRAPEVINE
TARRANT COUNTY, TX 76051
OWNER LANDSCAPE ARCHITECT
WAFFLE HOUSE, INC. FELDMAN DESIGN STUDIOS
5986 FINANCIAL DRIVE, NORCROSS, GA 30071 P.O. BOX 832346, RICHARDSON, TEXAS 75083
ATTN: DREW JOINER PH: (770) 729-5805 ATTN: CAROL FELDMAN, 972-523-4944
CAROL@FELDMANDESIGN.COM SHEET 4 OF 10
3
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CHAIRMAN
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SHEET. 4 OF _10_
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APPROVAL DOES NOT AUTHORIZE ANY
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WORK IN CONFLICT WITH ANY CODES OR
m
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ORDINANCES
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DEPARTMENT OF DEVELOPMENT SERVICES
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LANDSCAPE PLAN
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LOT 1 B, BLOCK 1, BETHEL CENTER ADDITION
CITY OF GRAPEVINE, TX 76051
35,146 SF (0.807 AC.)
CITY OF GRAPEVINE
TARRANT COUNTY, TX 76051
OWNER LANDSCAPE ARCHITECT
WAFFLE HOUSE, INC. FELDMAN DESIGN STUDIOS
5986 FINANCIAL DRIVE, NORCROSS, GA 30071 P.O. BOX 832346, RICHARDSON, TEXAS 75083
ATTN: DREW JOINER PH: (770) 729-5805 ATTN: CAROL FELDMAN, 972-523-4944
CAROL@FELDMANDESIGN.COM SHEET 4 OF 10
SEATING CALCULATIONS
MARK
SEAT TYPE QUANTITY
TOTAL SEATING
4B
4 MAN BOOTH 6
24
EB
EMPLOYEE BOOTH 0
0
HC
HIGH COUNTER STOOLS 6
6
LC
LOW COUNTER CHAIRS 8
e
GRAND TOTAL
38
F L 0 0 R P L A N
SCALE: 1\4"=1-0"
GRAPEVIN I6� 1 �/ LW ll640/1-0
-E F
SITE LL a D
0
2 BASs PRO❑ J
V PRo <O
RQ �
BUS. 114 35
DALLAS RD
z
RAN VER r 121
14
VICINITY MAP
NOT TO SCALE
TEAM MEMBERS
OWNER
WAFFLE HOUSE, INC.
5986 FINANCIAL DRIVE, NORCROSS, GA 30071
ATTN. DREW JOINER PH. (770) 729-5805
CASENAME'. WAFFLE HOUSE RESTAURANT
CASENUMBER: CU17-13 G
LOCATION: 2805 BASS PRO ROAD
MAYOR SECRETARY
DATE'
PLANNING AND ZONING COMMISSION
CHAIRMAN
DATE'. 4
SHEET OF _ u
APPROVAL DOES NOT AUTHORIZE ANY
WORK IN CONFLICT WITH ANY CODES OR
ORDINANCES
DEPARTMENT OF DEVELOPMENT SERVICES
C.U.P. FLOOR PLAN
LOT 1B, BLOCK 1, BETHEL CENTER ADDITION
CITY OF GRAPEVINE, TX 76051
35,146 SF (0.807 AC.)
CITY OF GRAPEVINE
TARRANT COUNTY, TX 76051
OWNER ENGINEER
WAFFLE HOUSE, INC. THOMAS SITE DEVELOPMENT ENGINEERING INC.
5986 FINANCIAL DRIVE, NORCROSS, GA 30071 2004 BEDFORD ROAD, SUITE 200, BEDFORD, TX 760
ATTN: DREW JOINER PH: (770) 729-5805 ATTN. MATHEW THOMAS, PE PH: (214) 6802728
0
A-1
SHEET 5 OF 10
N
CD
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CONDITIONAL USE REQUEST CU17-13
�y
1. CONDITIONAL USE REQUEST CU17-131S A REQUEST TO AMEND THE PREVIOUSLY
O
APPROVED SITE PLAN OF CU15-33 (ORD. 2015-47) FOR A PLANNED COMMERCIAL
O V j
C =
CL W
col W
w = 96
wQ
Q m 2
Lo r Cc
2. LIGHT FIXTURES INCLUDING THE BASE SHALL BE MOUNTED NO HIGHER THAN
m c"93 �
CASENAME'. WAFFLE HOUSE RESTAURANT
CASENUMBER: CU17-13 G
LOCATION: 2805 BASS PRO ROAD
MAYOR SECRETARY
DATE'
PLANNING AND ZONING COMMISSION
CHAIRMAN
DATE'. 4
SHEET OF _ u
APPROVAL DOES NOT AUTHORIZE ANY
WORK IN CONFLICT WITH ANY CODES OR
ORDINANCES
DEPARTMENT OF DEVELOPMENT SERVICES
C.U.P. FLOOR PLAN
LOT 1B, BLOCK 1, BETHEL CENTER ADDITION
CITY OF GRAPEVINE, TX 76051
35,146 SF (0.807 AC.)
CITY OF GRAPEVINE
TARRANT COUNTY, TX 76051
OWNER ENGINEER
WAFFLE HOUSE, INC. THOMAS SITE DEVELOPMENT ENGINEERING INC.
5986 FINANCIAL DRIVE, NORCROSS, GA 30071 2004 BEDFORD ROAD, SUITE 200, BEDFORD, TX 760
ATTN: DREW JOINER PH: (770) 729-5805 ATTN. MATHEW THOMAS, PE PH: (214) 6802728
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SHEET 5 OF 10
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CONDITIONAL USE REQUEST CU17-13
�y
1. CONDITIONAL USE REQUEST CU17-131S A REQUEST TO AMEND THE PREVIOUSLY
APPROVED SITE PLAN OF CU15-33 (ORD. 2015-47) FOR A PLANNED COMMERCIAL
CENTER, SPECIFICALLY TO ALLOW A POLE SIGN IN CONJUNCTION WITH A
RESTAURANT.
2. LIGHT FIXTURES INCLUDING THE BASE SHALL BE MOUNTED NO HIGHER THAN
THE HIGHEST POINT ON THE PRIMARY STRUCTURE OR 16' IN HEIGHT.
3. LIGHTING LEVELS AT THE NORTH PROPERTY LINE MAY NOT EXCEED 0.5
a
FOOTCANDLES AND ADJACENT TO THE SOUTH, EAST AND WEST PROPERTY
LINES, INCLUDING ON -PREMISE SIGNAGE MAY NOT EXCEED 3.0 FOOTCANDLES.
CASENAME'. WAFFLE HOUSE RESTAURANT
CASENUMBER: CU17-13 G
LOCATION: 2805 BASS PRO ROAD
MAYOR SECRETARY
DATE'
PLANNING AND ZONING COMMISSION
CHAIRMAN
DATE'. 4
SHEET OF _ u
APPROVAL DOES NOT AUTHORIZE ANY
WORK IN CONFLICT WITH ANY CODES OR
ORDINANCES
DEPARTMENT OF DEVELOPMENT SERVICES
C.U.P. FLOOR PLAN
LOT 1B, BLOCK 1, BETHEL CENTER ADDITION
CITY OF GRAPEVINE, TX 76051
35,146 SF (0.807 AC.)
CITY OF GRAPEVINE
TARRANT COUNTY, TX 76051
OWNER ENGINEER
WAFFLE HOUSE, INC. THOMAS SITE DEVELOPMENT ENGINEERING INC.
5986 FINANCIAL DRIVE, NORCROSS, GA 30071 2004 BEDFORD ROAD, SUITE 200, BEDFORD, TX 760
ATTN: DREW JOINER PH: (770) 729-5805 ATTN. MATHEW THOMAS, PE PH: (214) 6802728
0
A-1
SHEET 5 OF 10
12'
1' 10' 1'
IWIAIFIFILIE1
ti
HOUSE
I) Ovl
lSIGN DETAILS
NOT TO F
e
24'-D" LO -PRO LIGHT FIXTURE—
PREFINISHED RED LPL CENTERED OVER SIGN LETTERS-TYP.
SEE ELEC. DRAWINGS
( 1 ) . ALUM. COPING - 2
I
II
I
- TOP OF BEAM �L
(SEE STRUC.)
RED STANDING
SEAM METAL
AWNING - TYP.
TYP, OVER FASCIA
-
I I
I I
I I
--- }-----==�-o-- -A
LINE OF ROOF
18" SIGN LETTERS
MATERIAL COLORS LEGEND
NATURAL MILLED ALUM
RIGHT SIDE ELEVATION
MARK
LOCATION
SUPPLIER/MANUF.
MATERIAL
FINISH
COLOR
SB
SUPERBRICK
??
CMU/CONCRETE
COARSE
WAFFLE HOUSE CLAY
CC
ACCENT BAND
LOCAL
CMU/CONCRETE
SPLIT FACE/SMOOTH
GRAY
HM
H.M. DOORS k FRAMES
SHERWIN WILLIAMS
METAL/PAINT
INDUSTRIAL ENAMEL
BROWN -BRONZE
WIC
WALK-IN COOLER
INTERNATIONAL COLD STORAGE
ALUMINUM/PAINT
EMBOSSED
COLONIAL RED
WN
STANDING SEAM AWNING
BERRIDGE
ALUMINUM/POWDER COAT
SMOOTH
DEEP RED
SF
STOREFRONT
OLDCASTLE BUILDING ENVELOPE
ALUMINUM
ANODIZED/SMOOTH
CLEAR
GL
GLAZING
..
GLASS
TEMPERED
CLEAR/FROSTED
FAS
FASCIA
..
LEXAN
SMOOTH
YELLOW
OP
PARAPET COPING
..
ALUMINUM
PREFINISHED/NATURAL
RED OVER FASCIA/MILL
FINISH OVER CMU
LPL
LOW PROFILE LIGHTING
..
ALUMINUM/POWDER COAT
PREFINISHED
RED
GUT
GUTTER/DOWNSPOUT
..
ALUMINUM
NATURAL
MILL
24'-D" LO -PRO LIGHT FIXTURE—
PREFINISHED RED LPL CENTERED OVER SIGN LETTERS-TYP.
SEE ELEC. DRAWINGS
( 1 ) . ALUM. COPING - 2
I
II
I
- TOP OF BEAM �L
(SEE STRUC.)
RED STANDING
SEAM METAL
AWNING - TYP.
TYP, OVER FASCIA
-
I I
I I
I I
--- }-----==�-o-- -A
LINE OF ROOF
SS GL XSS XCS SXSS S G GL SS
F�SSD LASS GLS GL LASSI�ELASS G'lS Gt SS G�S
R I G H T S I D E-EAST-SORRELLSFRIDG E DRIVE
B" TALL GRAY SPLIT FACE BLOCK
ACCENT STRIPE BOTTOM EDGE AT -
10' -D" A.F.F. TYP. AT SIDE WALLS
TOP OF MASONRY PARAPET WALL_
16'-0" A.F.F.
4'-0
DECK BEARING
RED STANDING SEAM ( EE STRUC.)
W� METAL AWNING TO
WICOLINE OF WALTYP.K-IN� COVERS CAN WASH
COOLER -
1 /
18" SIGN LETTERS
WAFFLE HOUSE, INC.
5986 FINANCIAL DRIVE, NORCROSS, GA 30071
ATTN: DREW JOINER PH'. (770) 729-5805
NATURAL MILLED ALUM
RIGHT SIDE ELEVATION
MOLDED INTO�0
MATERIAL
COPING - TYP, OVER
PERCENT OF TOTAL
FASCIA - TYP.
302
CMU WALLS
SUPERBRICK
404
43%
I
34
I
DU__-
91
10%
FAS-�
116
11%
TOTAL AREA
947
-----_-
---
LEFT SIDE ELEVATION
--__�- - -
SS GL XSS XCS SXSS S G GL SS
F�SSD LASS GLS GL LASSI�ELASS G'lS Gt SS G�S
R I G H T S I D E-EAST-SORRELLSFRIDG E DRIVE
B" TALL GRAY SPLIT FACE BLOCK
ACCENT STRIPE BOTTOM EDGE AT -
10' -D" A.F.F. TYP. AT SIDE WALLS
TOP OF MASONRY PARAPET WALL_
16'-0" A.F.F.
4'-0
DECK BEARING
RED STANDING SEAM ( EE STRUC.)
W� METAL AWNING TO
WICOLINE OF WALTYP.K-IN� COVERS CAN WASH
COOLER -
1 /
8" TALL GRAY SPLIT FACEBLOCK
ACCENT STRIPE BOTTOM EDGE ATa
10'-0" A.F.F. TYP. AT SIDE WALLS
•
® INDUSTRIES "QUIK-BRIK" 1/2
••• • OR
NATURAL MILLED ALUM.
COPING - TYP, OVER LINE OF R.T.U. BEHIND LINE OF HOOD EXHAUST
CMU WALLS PARAPET - TYP. - FAN BEHIND PARAPET-,
B" TALL GRAY SPLIT FACE BLOCK
AT
LE F T S I D E- W E S T ZCC8NAFF. TYP. ATSTRIPEOSIDEDGE WALLS
E X T E R 1 0 R E L E V A T 1 0 N S
SCALE: 1 \ 4"=1'-O"
w a
8A58 ASS PROD J I o
PRO ; x
6
14 35 a
a w
DALLAS RD 14 x
rn
VICINITY MAP
NOT TO SCALE
TOP OF MASONRY
PARAPET WALL
16'-0" A.F.F.
MATERIAL AREAS TABLE
WAFFLE HOUSE, INC.
5986 FINANCIAL DRIVE, NORCROSS, GA 30071
ATTN: DREW JOINER PH'. (770) 729-5805
m r GD
RIGHT SIDE ELEVATION
MATERIAL
SURFACE AREA SQ. FT.
PERCENT OF TOTAL
FASCIA
302
32%
SUPERBRICK
404
43%
SPLIT FACED BLOCK
34
4%
AWNING
91
10%
WALK-IN COOLER
116
11%
TOTAL AREA
947
a
LEFT SIDE ELEVATION
CHAIRMAN
FASCIA
153
129.
SUPERBRICK
925
72%
SPLIT FACED BLOCK
78
6%
AWNING
18
1%
WALK-IN COOLER
116
9%
TOTAL ARE4
1,290
a
NOTE:
WINDOWS AND DOORS EXCLUDED FROM CALCULATIONS.
8" TALL GRAY SPLIT FACEBLOCK
ACCENT STRIPE BOTTOM EDGE ATa
10'-0" A.F.F. TYP. AT SIDE WALLS
•
® INDUSTRIES "QUIK-BRIK" 1/2
••• • OR
NATURAL MILLED ALUM.
COPING - TYP, OVER LINE OF R.T.U. BEHIND LINE OF HOOD EXHAUST
CMU WALLS PARAPET - TYP. - FAN BEHIND PARAPET-,
B" TALL GRAY SPLIT FACE BLOCK
AT
LE F T S I D E- W E S T ZCC8NAFF. TYP. ATSTRIPEOSIDEDGE WALLS
E X T E R 1 0 R E L E V A T 1 0 N S
SCALE: 1 \ 4"=1'-O"
w a
8A58 ASS PROD J I o
PRO ; x
6
14 35 a
a w
DALLAS RD 14 x
rn
VICINITY MAP
NOT TO SCALE
TOP OF MASONRY
PARAPET WALL
16'-0" A.F.F.
MAYOR SECRETARY
WAFFLE HOUSE, INC.
5986 FINANCIAL DRIVE, NORCROSS, GA 30071
ATTN: DREW JOINER PH'. (770) 729-5805
m r GD
Dectronic seal & ignature
Eseded: 7 12/17
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DEVELOPER
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4'-0'
WAFFLE HOUSE, INC.
CONDITIONAL USE REQUEST CU17-13
a
1. CONDITIONAL USE REQUEST CU17-131S A REQUEST TO AMEND THE PREVIOUSLY
CHAIRMAN
3071
5986 FINANCIAL DRIVE, NORCROSS,9-5
w
RESTAURANT.
DECK BEAR NG.
H
05
ATTN. DREW JOINER PH: (770) 729-5805
2. LIGHT FIXTURES INCLUDING THE BASE SHALL BE MOUNTED NO HIGHER THAN
(SEE STRU .)
LINE OF WIC
3. LIGHTING LEVELS AT THE NORTH PROPERTY LINE MAY NOT EXCEED 0.5
a
FOOTCANDLES AND ADJACENT TO THE SOUTH, EAST AND WEST PROPERTY
APPROVAL DOES NOT AUTHORIZE ANY
WALK-IN
COOLER
CIVIL ENGINEER
WORK IN CONFLICT WITH ANY CODES OR
THOMAS SITE DEVELOPMENT ENGINEERING, INC.
FINISH FLOOR
—
2004 BEDFORD ROAD, SUITE 200
\
/
BEDFORD, TEXAS 76021
i
EXTERIOR ELEVATIONS
\
/
ATTN MATHEW THOMAS PH214.680.2728
O
CITY OF GRAPEVINE, TX 76051
35,146 SF (0.807 AC.)
ARCHITECT
p
CITY OF GRAPEVINE
TARRANT COUNTY, TX 76051
OW ER ENGINE R
HOUSE, INC THOMAS SITEDEVEL PMENT C.
O
5986 FINANC ALFFLE DRI E, NORCROSS, GA 3071 2004 BEDFORD ROAD SUITE 20, BEDFORD, TXENGINEERINGI71 021
/ \
/ \
MARK D. PAVEY, ATA -ARCHITECT
SHEET 6 OF 10
C
p
/ \
P.O. BOX 1365
/
/
\
\
GULF SHORES, AL 36547
ATTN. MARK PAVEY; PH: 334.546.3624
C ~
/ _FINISH FLOOR _
—
_ \
O =
O
NDSCAPE ARCHITECT
8" TALL GRAY SPLIT FACE BLOCKi
FELDMAN DESIGN STUDIOS
W
y T.
W
ACCENT STRIPE BOTTOM EDGE AT C
P.O. BOX
2'-8" A.F.F. NP. AT SIDE WALLS
RICHARDSONSON, TX 75083-2346
W
C m
NOTE: FASCIA RETURN TO BE REDUCED
ONLY WHEN DIRECTED BY OWNER
231-6' STANDARD RETURN - SEE STRUCTURAL
12'-0" SHORIENED RETURN - SEE STRUCTURAL
I INE i0F ROOF
FFLi
FAS
"SUPERBRICK" 1/2 HEIGHTBY SHERMAN INDUSTRIES (COLOR:
WAFFLE HOUSE CLAY) OR "QUIK-BRIK" 1/2 HEIGHT BY OLD CASTLES8
(COLOR: RICHFIELD BLEND) WITH STD. GRAY MORTAR - TYP.
NOTES:
1. ALL GLAZING TO BE TEMPERED SAFETY GLASS - SEE SPECS.
2. COORDINATE ROOF ACESS LADDER LOCATION WITH WAFFLE
HOUSE REP. IN FIELD. SEE A-4 FOR DETAIL.
ATTN: CAROL FELDMAN', PH: 972.523.4944
MAYOR SECRETARY
CASE NAME : WAFFLE HOUSE RESTAURANT
m r GD
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TOP OF BEAM
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SF
O
CONDITIONAL USE REQUEST CU17-13
a
1. CONDITIONAL USE REQUEST CU17-131S A REQUEST TO AMEND THE PREVIOUSLY
CHAIRMAN
APPROVED SITE PLAN OF CU15-33 (ORD. 2015-47) FOR A PLANNED COMMERCIAL
CENTER, SPECIFICALLY TO ALLOW A POLE SIGN IN CONJUNCTION WITH A
RESTAURANT.
DATE'
H
2. LIGHT FIXTURES INCLUDING THE BASE SHALL BE MOUNTED NO HIGHER THAN
THE HIGHEST POINT ON THE PRIMARY STRUCTURE OR 16' IN HEIGHT.
U
3. LIGHTING LEVELS AT THE NORTH PROPERTY LINE MAY NOT EXCEED 0.5
a
FOOTCANDLES AND ADJACENT TO THE SOUTH, EAST AND WEST PROPERTY
APPROVAL DOES NOT AUTHORIZE ANY
u
LINES, INCLUDING ON -PREMISE SIGNAGE MAY NOT EXCEED 3.0 FOOTCANDLES.
I
I III
iFAS
MAYOR SECRETARY
CASE NAME : WAFFLE HOUSE RESTAURANT
W
�--TTI-J
TOP OF BEAM
CASE NUMBER: CU17-13
0
PLANNING AND ZONING COMMISSION
I
(SEE STRUC.)
LOCATION 2805 BASS PRO ROAD
SF
MAYOR SECRETARY
DATE.
PLANNING AND ZONING COMMISSION
SF
CHAIRMAN
DATE'
H
SHEET OF _
U
APPROVAL DOES NOT AUTHORIZE ANY
u
WORK IN CONFLICT WITH ANY CODES OR
FINISH FLOOR
ORDINANCES
DEPARTMENT OF DEVELOPMENT SERVICES
EXTERIOR ELEVATIONS
LOT 1 B, BLOCK 1, BETHEL CENTER ADDITION
CITY OF GRAPEVINE, TX 76051
35,146 SF (0.807 AC.)
CITY OF GRAPEVINE
TARRANT COUNTY, TX 76051
OW ER ENGINE R
HOUSE, INC THOMAS SITEDEVEL PMENT C.
e
— 3.1
5986 FINANC ALFFLE DRI E, NORCROSS, GA 3071 2004 BEDFORD ROAD SUITE 20, BEDFORD, TXENGINEERINGI71 021
/ \
ATTN: DREW JOINER PH'. (770) 729-5805 ATTN: MATHEW THOMAS, PE PH'. (214) 680-2728
SHEET 6 OF 10
SSS -S SERIES' SPRULDING
POLES ApPaM
SAUPAE STRWO STEEL
• LgNdnB IngalNAam la sue mu lop maunotq d Wntw25 Wim enecore pryedea eras (SPM iwt excee0ne meMmum PAINTED YELLOW LONG.
Mmwaae la." d me apecmed PM In Ns NstWIN Rep 0* KPIB FILLFD BOLLARDS
• FTL4HT.Ore-pace strapM deal w4A yore upas srctian, sal edea and minimum OT38'r &Ism all oxnms: MlWmum
yiW 046J)X pM VLSTM-A ,Grade BI', Lmglluft. weldawnto appear fiu ww s ft PHe well;$leaf Woe I..
wxna WtPinkaMs we kw Mallwp snotNang Mn m, f36,000pMosTMM6)
• BASE COYER.Twa-peas aAume aWnvam paze cpva in<IWed abMard
• P CAP: Pole" supplied" -"m wlan app 6M: Tetwn and pM-tap panlNumMa Map mMMNe
• I l ROLE: RecWauW 3x5 sw hWd t frame (2 .38', 4.38' apenine); Mmmata mprisbns W Braubi p 119
lI 61x:0 AazM1ed corm
• ANCHORBOLTS:Pom BMrmmd aMxu xpltl pmrided pm ptle vdtll maxmum yuad55,W0 {a IARTM Ff 55/1.
Ulydnlaed IwNwme Wim two wasxers end Mm nW pas bad W II
xagaia�w AaEbN
• Oma Sb mmmselmyn pmMm mMpaMMIlMtwmramYd30
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• Oeuxexve firxsx mM MWMxIe In wren standard pdas; DpaN1111 robin avMlahlr. RAL rambm peeleWk.
I W MWm _5V arWI.W
�� PolECAi 7B1gN RASE COVER BASE DETAIL
IL
ORDERING INFORMATION Releaenc4 papa T W arMMxle caeAgiaadma
ORDERING D MPLE:
SSS -S - 25 - 40 - A/B/C - 2L - S2 - DS - UL
ass �� Va ���� ��z arm... f sro•.mmx.x sz smav pa �e�ma xu �� ,
SaeMap mearN minx x Nemm�ea lM' a a Moria Mi a+w ou O
a rxetem.anaa oz.�en*s wx „t
n
W
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Op
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g• g„
MATERIAL COLORS LEGEND
-3.
Ltd I
MARK
LOCATION
El
MATERIAL
FINISH
1 l
]E1
q'{' 4,-b. 2-2'
❑
SUPERBRICK
6" 0 LA
BOLRDS { TYP . I I
0
❑
COARSE
❑❑
I �b" GONG SL�AB� I
II
❑-
❑
ACCENT BAND
E GREASE
E
SPLIT FACE/SMOOTH
❑ I I �GONTAINER
HM
H.M. DOORS & FRAMES
❑ J
.
INDUSTRIAL ENAMEL
J
Q
WALK-IN COOLER
❑ L _DUMF
ALUMINUM/PAINT
EMBOSSED
Q GATE POST:
W
STANDING SEAM AWNING
❑ 6' DIA STEEL PIPE
ALUMINUM/POWDER COAT
SMOOTH
DEEP RED
SF
STOREFRONT
OLDCASTLE BUILDING ENVELOPE
ALUMINUM
ANODIZED/SMOOTH
CLEAR
GL
Q
a
q„ 4
GLASS
TEMPERED
CLEAR/FROSTED
FAS
n mone.mnsa 1 sR Un
4 rwxax.aea s wwmsNa ear rrntwaAln
>w 1sQASm RB p� DUMP5TER PLAN
n renin R.m-rol - I " q.rtm Np' 15'Capry
MOUNTING ORIENTATION 4 vom.�,l.,.w u�w, /- w mr rmmx.p
tc Temna-am
fi4 z zgL� 3r m' aanw.mmrwm .. �-- IaaNan Nee' Ixaaa.l�+v. 3/8"=I'-0'
LJ ocQ LJ �O � v„�na.a.:sl cc c raa zmmeax
m xoaa�na� vAa
I �msrnmor
au
ACRSSp1EC omersApmele7 comm M
YMI 1Mnpde rmmem w.,.,.,o.w."s.m.,.e�.n.o-.-"onw quw<me.u.+
Hast¢ zm moos nlxatlm �xarx�i.wxm.x.a
�SPFIIJL�ING ���m�"NtIWerem. GanHle. Sc z5so3 mine x5a.5tpoo •� ' Usasaeu
a,pwew Pram w�mve<neuv=m var<*mrn.v*+xxx mlu. I� u>n+`a
ROUNDED MOUND OF GROUT
wv wmlo `^ AT TOP OF WALL
ALUM. GAP ING
PARKING LOT LIGHT ON CONT. TREATED 2xb \ NT. BOND BEAM, GROUT TO TOP OF
FIXTURE ELEVATION F16FR ,55GROW STOP EQUA
FIBERGLASS GROUT STOP EQUAL TO
DU -O-WALL FIL-5101.
NOT TO SCALE Till
LIGHT POLES SHALL NOT BE MORE THAN 15'-D" HIGH.
b" 0 BOLLARD
GATE PC' -
SEE I/DS-I
s4 HOOKED DOWELS 0 32' -
O.C., EXTEND INTO SLAB 24"
MIN. AND TIE TO NINE.
B.O. BOND BEAM
ELEV = 5'-4"
HORIZ. JOINT
----REINF. ® I6' OL.
�a4 VERT5 CENTERED IN
WALL a 32' 04.. MAX, W
MATCHING 00VEL5. 24' MIN.
LAP LENGTH TO DOVEL5.
— b' HALFUT
- E1GHT CMU,
GRO50DO ALL
REINFORCED LELL5
-
}f
MATERIAL COLORS LEGEND
-3.
--FIN15H GRADE
MARK
LOCATION
SUPPLIER/MANUF.
MATERIAL
FINISH
COLOR
58
SUPERBRICK
??
CONCRETE MASONRY BLOCK
COARSE
WAFFLE HOUSE CLAY
ACC
ACCENT BAND
LOCAL
CONCRETE MASONRY BLOCK
SPLIT FACE/SMOOTH
GRAY
HM
H.M. DOORS & FRAMES
SHERWIN WILLIAMS
METAL/PAINT
INDUSTRIAL ENAMEL
BROWN -BRONZE
WIC
WALK-IN COOLER
INTERNATIONAL COLD STORAGE
ALUMINUM/PAINT
EMBOSSED
COLONIAL RED
W
STANDING SEAM AWNING
BERRIDGE
ALUMINUM/POWDER COAT
SMOOTH
DEEP RED
SF
STOREFRONT
OLDCASTLE BUILDING ENVELOPE
ALUMINUM
ANODIZED/SMOOTH
CLEAR
GL
GLAZING
..
GLASS
TEMPERED
CLEAR/FROSTED
FAS
FASCIA
..
LEXAN
SMOOTH
YELLOW
COP
PARAPET COPING
..
ALUMINUM
PREFINISHED/NATURAL
RED OVER FASCIA/MILL
FINISH OVER CMU
LPL
LOW PROFILE LIGHTING
..
ALUMINUM/POWDER COAT
PREFINISHED
RED
GUT
CUTTER/DOWNSPOUT
..
ALUMINUM
NATURAL
MILL
n mone.mnsa 1 sR Un
4 rwxax.aea s wwmsNa ear rrntwaAln
>w 1sQASm RB p� DUMP5TER PLAN
n renin R.m-rol - I " q.rtm Np' 15'Capry
MOUNTING ORIENTATION 4 vom.�,l.,.w u�w, /- w mr rmmx.p
tc Temna-am
fi4 z zgL� 3r m' aanw.mmrwm .. �-- IaaNan Nee' Ixaaa.l�+v. 3/8"=I'-0'
LJ ocQ LJ �O � v„�na.a.:sl cc c raa zmmeax
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a,pwew Pram w�mve<neuv=m var<*mrn.v*+xxx mlu. I� u>n+`a
ROUNDED MOUND OF GROUT
wv wmlo `^ AT TOP OF WALL
ALUM. GAP ING
PARKING LOT LIGHT ON CONT. TREATED 2xb \ NT. BOND BEAM, GROUT TO TOP OF
FIXTURE ELEVATION F16FR ,55GROW STOP EQUA
FIBERGLASS GROUT STOP EQUAL TO
DU -O-WALL FIL-5101.
NOT TO SCALE Till
LIGHT POLES SHALL NOT BE MORE THAN 15'-D" HIGH.
b" 0 BOLLARD
GATE PC' -
SEE I/DS-I
s4 HOOKED DOWELS 0 32' -
O.C., EXTEND INTO SLAB 24"
MIN. AND TIE TO NINE.
B.O. BOND BEAM
ELEV = 5'-4"
HORIZ. JOINT
----REINF. ® I6' OL.
�a4 VERT5 CENTERED IN
WALL a 32' 04.. MAX, W
MATCHING 00VEL5. 24' MIN.
LAP LENGTH TO DOVEL5.
— b' HALFUT
- E1GHT CMU,
GRO50DO ALL
REINFORCED LELL5
-
}f
30001 CONL SLAB ON
-3.
--FIN15H GRADE
C ;I
AWMASEW/b W2.9 X W2.9 VOFHOOK
PAINTED YIELDED STEEL
a8" TALL GRAY SMOOTH FACE
BLOCK ACCENT STRIPE BOTTOM
RED STANDING
EDGE AT 10'-0" A.F.F.
rl-IOIT
VERT DOVEL5 TO
AWNING - TYP.
OLLARD FOOTING, EXTENDULOW THICKENEDFTG L J FTC, REINS. AS SHOWNU
b' GONG. FILLED STEEL
EDGE �II1111 FTG I' -b' z T-6" THICKENED
IN/ (4) a4 COM. HORIZ. EDGE UNDER WALLS
SS
PROVIDE x4 HOOKED BAR5 CONTINUOUS AROUND
PIPE GATE POSTS (TYP)
AT 32' a LAPPED TO NINE ENGL05URE VV (4) a4
SUPERBRICK
LONG REINF. AS 5HOVN
DUMP5TER 5EGTION
2
•I IA •
3/8n=I _0„
LARD
RING
GL
ROUNDED MOUND OF GROUT
FINISH FLOOR
AT TOP OF WALL
GONG SLAB
PRIMED E PAINTED
YELLOW PVC CAP
AT PIPE
RCUmED GROUT AT TOP OF VELDED STEEL ANGLE
STEEL
---
- - �DIACONAL REINFORC IIS (TY PJ
22 GAGE METAL DEGK-
PRIME 4 PAINT BLACK,
VELD TO FRAME
Y
LINE OF
RObF
2yx2}"xg" PRIMED 4
_H
C ;I
MATERIAL
PAINTED YIELDED STEEL
a8" TALL GRAY SMOOTH FACE
BLOCK ACCENT STRIPE BOTTOM
RED STANDING
EDGE AT 10'-0" A.F.F.
ANGLE FRAMES (TYP)
SEAM METAL
AWNING - TYP.
—4 1 /2"WX6"H ALUM.
0
b' GONG. FILLED STEEL
GUTTER - SEE 2/A-5
SS
X -s
PIPE GATE POSTS (TYP)
SUPERBRICK
64
SLEEVES FOR b" 0
SPLIT FACED BLOCK
•I IA •
- -
LARD
RING
GL
GLASS
FINISH FLOOR
106
GONG SLAB
OPROJIDE� E 6
f
ATTACH PREFABRICATED
SURFALE (TYP)
LATGGATEH �L HOE IN EACH
COW
_PETE PAD O ACCEPT LJ
—u
LO L
6' MIN
DUMP5TER GATE ELEVATION
s
3/8••=I�_Ox
18" SIGN LE17ERS
MOLDED INTO
PL 24'-0" LO -PRO LIGHT FIXTURE FFASC - TYP.
CENTERED OVER SIGN LETTERS -
TYP. SEE ELEC. DRAWINGS B
DECK BEARING
(SEE STRUC.)
RETURN SPLIT FACE BLOCK
ACCENT STRIPE 8" AT REAR
OF BUILDING - NP.
aUNE OF WALK -IN -
COOLER - TYP.
LINE OF
RObF
1. CONDITIONAL USE REQUEST CU17-1315 A REQUEST TO AMEND THE PREVIOUSLY
_H
C ;I
MATERIAL
FAS
a8" TALL GRAY SMOOTH FACE
BLOCK ACCENT STRIPE BOTTOM
RED STANDING
EDGE AT 10'-0" A.F.F.
SEE STRUC.)
SEAM METAL
AWNING - TYP.
—4 1 /2"WX6"H ALUM.
0
W
GUTTER - SEE 2/A-5
SS
X -s
SF
SUPERBRICK
64
FROSTED
SPLIT FACED BLOCK
FR.
87
D SS
GL
GLASS
FINISH FLOOR
106
549.
TOTAL AREA
DECK BEARING
(SEE STRUC.)
RETURN SPLIT FACE BLOCK
ACCENT STRIPE 8" AT REAR
OF BUILDING - NP.
aUNE OF WALK -IN -
COOLER - TYP.
FGLASSO 1 /G\
F R 0 N T — S O U T H— LOU ETTA ROAD
L
aVG P)�4/R/E TOLLWYR
121
GRAPEVINE
3
w o
of
m o
8A8S PROD I n
PRO x
6
7 CL u
14 35 O
� p
DALLAS RD 114 m Y
RAN VER r 121
14
VICINITY MAP
NOT TO SCALE
WAFFLE HOUSE, INC.
5986 FINANCIAL DRIVE, NORCROSS, GA 30071
ATTN'. DREW JOINER PH'. (770) 729-5805
WAFFLE HOUSE, INC.
5986 FINANCIAL DRIVE, NORCROSS, GA 30071
ATTN'. DREW JOINER PH. (770) 729-5805
THOMAS SITE DEVELOPMENT ENGINEERING, INC.
2004 BEDFORD ROAD, SUITE 200
BEDFORD, TEXAS 76021
ATTN : MATHEW THOMAS PH: 214 680 2728
MARK D. PAVEY, AIA - ARCHITECT
P.O. BOX 1365
GULF SHORES, AL 36547
ATTN: MARK PAVEY; PH: 334.546.3624
FEL MAN DESIGN STUDIOS
P.O. BOX 832346
RICHARDSON, TX 75083-2346
ATTN'. CAROL FELDMAN PH'. 972.523.4944
FAS
� I
1. CONDITIONAL USE REQUEST CU17-1315 A REQUEST TO AMEND THE PREVIOUSLY
_H
iIJ[.1
MATERIAL
OFBEAM
a8" TALL GRAY SMOOTH FACE
BLOCK ACCENT STRIPE BOTTOM
RESTAURANT.
2. LIGHT FIXTURES INCLUDING THE BASE SHALL BE MOUNTED NO HIGHER THAN
EDGE AT 10'-0" A.F.F.
SEE STRUC.)
AWNING
3. LIGHTING LEVELS AT THE NORTH PROPERTY LINE MAY NOT EXCEED 0.5
—4 1 /2"WX6"H ALUM.
0
FOOTCANDLES AND ADJACENT TO THE SOUTH, EAST AND WEST PROPERTY
GUTTER - SEE 2/A-5
FGLASSO 1 /G\
F R 0 N T — S O U T H— LOU ETTA ROAD
L
aVG P)�4/R/E TOLLWYR
121
GRAPEVINE
3
w o
of
m o
8A8S PROD I n
PRO x
6
7 CL u
14 35 O
� p
DALLAS RD 114 m Y
RAN VER r 121
14
VICINITY MAP
NOT TO SCALE
WAFFLE HOUSE, INC.
5986 FINANCIAL DRIVE, NORCROSS, GA 30071
ATTN'. DREW JOINER PH'. (770) 729-5805
WAFFLE HOUSE, INC.
5986 FINANCIAL DRIVE, NORCROSS, GA 30071
ATTN'. DREW JOINER PH. (770) 729-5805
THOMAS SITE DEVELOPMENT ENGINEERING, INC.
2004 BEDFORD ROAD, SUITE 200
BEDFORD, TEXAS 76021
ATTN : MATHEW THOMAS PH: 214 680 2728
MARK D. PAVEY, AIA - ARCHITECT
P.O. BOX 1365
GULF SHORES, AL 36547
ATTN: MARK PAVEY; PH: 334.546.3624
FEL MAN DESIGN STUDIOS
P.O. BOX 832346
RICHARDSON, TX 75083-2346
ATTN'. CAROL FELDMAN PH'. 972.523.4944
4'-8"Wx7'-4"H MASONRY 4'-8"WX7'-4"H MASONRY
OPNG. FOR COOLER OPNG. FOR COOLER
R E A R— N 0 R T H
CONDITIONAL USE REQUEST CU17-13
4"x4" ALUM. GU
DOWNSPOUT
1. CONDITIONAL USE REQUEST CU17-1315 A REQUEST TO AMEND THE PREVIOUSLY
FRONT ELEVATION
APPROVED SITE PLAN OF CU1133 (ORD. 2015-07) FOR A PLANNED COMMERCIAL
MATERIAL
CENTER, SPECIFICALLY TO ALLOW A POLE SIGN IN CONJUNCTION WITH A
a8" TALL GRAY SMOOTH FACE
BLOCK ACCENT STRIPE BOTTOM
RESTAURANT.
2. LIGHT FIXTURES INCLUDING THE BASE SHALL BE MOUNTED NO HIGHER THAN
EDGE AT 10'-0" A.F.F.
THE HIGHEST POINT ON THE PRIMARY STRUCTURE OR 16" IN HEIGHT.
AWNING
3. LIGHTING LEVELS AT THE NORTH PROPERTY LINE MAY NOT EXCEED 0.5
—4 1 /2"WX6"H ALUM.
0
FOOTCANDLES AND ADJACENT TO THE SOUTH, EAST AND WEST PROPERTY
GUTTER - SEE 2/A-5
LINES, INCLUDING ON -PREMISE SIGNAGE MAY NOT EXCEED 3.0 FOOTCANDLES.
4'-8"Wx7'-4"H MASONRY 4'-8"WX7'-4"H MASONRY
OPNG. FOR COOLER OPNG. FOR COOLER
R E A R— N 0 R T H
RED STANDING SEAM
METAL AWNING -
COVERS CAN WASH
Electronic seal&
Esemled: 7 12
CASE NAME WAFFLE HOUSE RESTAURANT I u
CASENUMBER: CU17-13
LOCATION 2805 BASS PRO ROAD
MATERIAL AREAS TABLE
4"x4" ALUM. GU
DOWNSPOUT
DATE:
FRONT ELEVATION
PLANNING AND ZONING COMMISSION
MATERIAL
SURFACE AREA SQ. FT.
PERCENT OF TOTAL
FASCIA
153
76%
AWNING
46
24%
TOTAL AREA
199
WORK IN CONFLICT WITH ANY CODES OR
REAR ELEVATION
SUPERBRICK
64
327
SPLIT FACED BLOCK
16
87
AWNING
12
67
WALK-IN COOLER
106
549.
TOTAL AREA
198
NOTE: WINDOWS AND DOORS EXCLUDED FROM CALCULATIONS.
RED STANDING SEAM
METAL AWNING -
COVERS CAN WASH
Electronic seal&
Esemled: 7 12
CASE NAME WAFFLE HOUSE RESTAURANT I u
CASENUMBER: CU17-13
LOCATION 2805 BASS PRO ROAD
O
LOT 1 B, BLOCK 1, BETHEL CENTER ADDITION
CITY OF GRAPEVINE, TX 76051
35,146 SF (0.807 AC.)
CITY OF GRAPEVINE
TARRANT COUNTY, TX 76051
OWNER ENGINEER A-3.2
— • /'\
L
WAFFLE HOUSE, INC. THOMAS SITE DEVELOPMENT ENGINEERING INC
5986 FINANCIAL DRIVE, NORCROSS, GA 30071 2004 BEDFORD ROAD, SUITE 200, BEDFORD, TX 76021
ATTN:' DREW JOINER PH: (770) 729-5805 ATTNMATHEW THOMAS, PE PH: (214) 680-2728
SHEET 7OF10
MAYOR SECRETARY
4"x4" ALUM. GU
DOWNSPOUT
DATE:
PLANNING AND ZONING COMMISSION
FINISH FLOOR
8" TALL GRAY SMOOTH FACE
CHAIRMAN Z
BLOCK ACCENT STRIPE BOTTOM
EDGE AT 2'-S" A.F.F.
DATE: 0
a
SHEET: OF
U
APPROVAL DOES NOT AUTHORIZE ANY
WORK IN CONFLICT WITH ANY CODES OR
ORDINANCES
DEPARTMENT OF DEVELOPMENT SERVICES
EXTERIOR ELEVATIONS
O
LOT 1 B, BLOCK 1, BETHEL CENTER ADDITION
CITY OF GRAPEVINE, TX 76051
35,146 SF (0.807 AC.)
CITY OF GRAPEVINE
TARRANT COUNTY, TX 76051
OWNER ENGINEER A-3.2
— • /'\
L
WAFFLE HOUSE, INC. THOMAS SITE DEVELOPMENT ENGINEERING INC
5986 FINANCIAL DRIVE, NORCROSS, GA 30071 2004 BEDFORD ROAD, SUITE 200, BEDFORD, TX 76021
ATTN:' DREW JOINER PH: (770) 729-5805 ATTNMATHEW THOMAS, PE PH: (214) 680-2728
SHEET 7OF10
LOT 2A -R, BLOCK 1
BETHEL CENTER ADDITION
CAB. A. SLIDE 5249 LOT 2A -R, BLOCK 1 MOODY NATIONAL TEXAS
P.R. T.C. T. BETHEL CENTER ADDITION HOTEL TRUST
CAB, A, SLIDE 5249 INST. .29025
RT _
SUPREME BRIGHT GRAPEVINE II, P -C. T. 0 PR TGT Ih III
LLC,
INST. N0. D215291109
O.P.R.T.C.T
L _ �
� BUILDING SETBACK BETHEL CENTERy ADDITI6N v ti
-. - INST. NO. D21521786*
QP. R -T C. L Q
sae 94 x 35,146 SO FT s35.66 ert»
I � 1 538.10 EX. _.
f _ - 0.807 ACRES - 5j6_4_3 j
9 8 539 �y537
53 0 5 .45 L-( 1,) 5.30 1,
540 0 5 .21 _ II
537.35
539.50 FG 539.50 537.21 I�
LOT tA, BLOCK 1 53942 O I
BETHEL CENTER ADDITION I 539.40
539.60
INST, N0. D215217864 540 0 x.80% I I
O.P.RTC.T. 53 .78
539.75 I 4 '
537.00 I
NOTES BY SYMBOL:
GRAPEVINE
539.98
I
_
OMATCH
EXISTING ELEVATION
1_7
OCROSS
SLOPE NOT TO EXCEED 2% (IN ANY DIRECTION) IN THIS AREA
r
3
3
LONGITUDINAL SLOPE NOT TO EXCEED 4.71% AND CROSS SLOPE NOT TO EXCEED 2% ALONG
p
539.40
539.94
I
I
ADA COMPLIANT WALKWAY
O1�
Q
O
INSTALL 5' CURB INLET AND STORM DRAIN PER DETAILS ON SHEET C-3.2 8 C-5.3
qo
$
INSTALL X CURB OPENING PER DETAILS ON SHEET C-5.3
. xa
/
538.37 /
REMOVE EXISTING HEADWALL AND INSTALL INLET AND CONNECT EXIST. 18" STORM
BUS. 114
534.50 FG
f O DRAIN. FLOWLINE TO MATCH 18" STORM DRAIN IN INVERT. THROAT ELEVATITI ON =535.00
I 1 (D
INSTALL -DITCH PER CROSS SECTION DETAIL ON THIS SHEETill
DALLAS RD i
S
8m4gg
8
HANOVER r
10 LF OF 18" RCP WITH SAFETY END TREATMENTS UNDER SIDEWALK.
14
OINSTALL
FL UPSTREAM = 536.20; FL UPSTREAM = 536.00
i¢ ir7
539
539.98
I
_
BUILDING SETBACK LINE
BASS PRO DRIVE
m
_
6
r
3
FLORIDA BETHEL, LTD, m��)
+539.98
_ �/ 539.21
C�I/�I I�
539.40
539.94
I
I
539.27
a
h
�
o
3c
INST N0. D197163086 �- )
O.P.RTC. T.
1
. xa
/
538.37 /
539.40
53800
534.50 FG
I FO
Ngo
h
.61'
U(
8m4gg
8
539.22
r-
Z
m
m 11
@Sa
I �-1.00°q,)u1,>,3
_YY
O)g r
Q m
= a
O
O`
c> -ER
5x8
538.00
�w
Z
Z'
SJ'1.39 EX.
of 'q
539.48
-4.32%
J
w w
I539.40
(
ry
539.21
7c
I (Vo
I110.00
53 75
- 539.23
4
) O<
J
59
$ n
. 00
539.98
539.34
f'
I
In
I(
539.90
53 .31
39.84 53y 3
• /
m
"
538.84 \`
538.71 /
X1.20% 538.37
537 70
;0
7 (PLAT- N 89'38' 1119
46.87')
4�
- -
53724EX
ZCm
BUILDING SETBACK LINE
BASS PRO DRIVE
- EASEMENTS
GZi m •
VARIABLE WIDTH PUBLIC RIGHT-OF-WAY�-.
539.44
f
s
GENERALNOTES
1. ALL UNDERGROUND UTILITIES SHOWN ARE BASED ON THE BEST AVAILABLE INFORMATION.
THE CONTRACTOR SHALL VERIFY EXACT UTILITY LOCATIONS PRIOR TO ANY
CONSTRUCTION. THE CONTRACTOR SHALL CALL DIG-TESS AT 1.800.344.8377 PRIOR TO ANY
EXCAVATION.
2. IF ANY CONFLICT OR DISCREPANCY FROM THE PLANS IS FOUND, NOTIFY THE ENGINEER
BEFORE CONTINUING WITH ANY FURTHER CONSTRUCTION.
3. ALL PIPE SHALL BE LAID STARTING AT THE OUTFALL AND LAID UPSTREAM FROM THAT
POINT.
4. SPOT ELEVATIONS SHOWN ARE TO THE TOP OF PROPOSED PAVEMENT Al TOP OF
FINISHED GRADE, UNLESS OTHERWISE NOTED. ADD 0.5 FEET FOR TOP OF CURB
ELEVATIONS. SPOT ELEVATIONS SHOWN IN LANDSCAPED AREAS ARE TO THE TOP OF SOD.
5. TOP OF ALL LANDSCAPED AREAS AT BUILDING SLAB TO BE A MIN. 6" BELOW FINISH FLOOR
ELEVATION.
6. REFER TO THE GEOTECHNICAL REPORT FOR SOIL TREATMENT AND COMPACTION
SPECIFICATIONS DURING THE GRADING OPERATIONS.
7. ADA COMPLIANT PARKING AREAS ARE NOT TO EXCEED 2% SLOPE IN ANY DIRECTION.
B. ADA COMPLIANT WALKWAYS AND SIDEWALKS ARE NOT TO EXCEED 5% IN THE DIRECTION
OF TRAFFIC AND 2% CROSS SLOPE.
9. ANY DISCREPANCIES BETWEEN THESE NOTES AND CITY SPECIFICATIONS OR DETAILS
SHALL BE RESOLVED BY WHICHEVER IS MORE RESTRICTIVE AS DETERMINED BY CITY
INSPECTOR.
RIGHT-OF-WAY
DEDICATION
NST. NO. D?15217864
P . T_C. T_
-S 43°11'13" W 14.35
m
"-S 44°29'46" W 7.38'
(PLAT- S 4326'39" W 7.30')
~rte gy I
II ON
Y' 539.94 I
PROPERTY LINE
- -
oeoyZOT
ZCm
BUILDING SETBACK LINE
6 539.44
C
- EASEMENTS
GZi m •
= EXISTING CURB
539.44
f
s
539.40
539.94 I
_ �/ 539.21
C�I/�I I�
539.40
539.94
I
I
539.27
539.85
h
539.34
539.35 /
HP
/
I
538.44
/
538.37 /
FG
538.49
- 538
- - - - Fri N J C
N 89°39'03" 1
h
.61'
AT= N 8938'4 '
537 24 E%.
146.67')
EXISTING GRADE
_ PROPOSED GRADE BEYOND _
- _ --SLOPE ygRl
S. 4:7 ry 4:1
PROPOSED
GRADE
TYPICAL W" BOTTOM DITCH DETAIL
SCALE:NTS
TRENCH SAFETY:
STATE OF TEXAS LAW REQUIRES THAT THE CONTRACTOR WILL PROVIDE
ATRENCH SAFETY PLAN (TRENCH SHORING) FOR UTILITY TRENCHES
GREATER THAN FIVE (5) FEET IN DEPTH. THIS PLAN SHALL BE PREPARED
BY A PROFESSIONAL ENGINEER. THE CONTRACTOR SHALL SUBMIT THE
TRENCH SAFETY PLAN TO THE CITY ENGINEER PRIOR TO THE START OF
CONSTRUCTION.
ACCESSIBLE ROUTE & PARKING DETAIL
SCALE: 1" = 10'
BENCHMARK:
BENCHMARK NO. 4: ALUMINUM ROAD WITH CAP
STAMPED "CITY OF GRAPEVINE, NO. 4" -
MONUMENT LOCATED AT THE NE CORNER OF
THE GRAPEVINE MUNICIPAL GOLF COURSE.
ELEV: 471.73
I mr1c II-
- -
PROPERTY LINE
- -
ADJOINED PROPERTY
- - - -
BUILDING SETBACK LINE
- - - - -
- EASEMENTS
-
= EXISTING CURB
PROPOSED CURB
AND GUTTER
579
EXISTING V CONTOUR
PROPOSED VCONTOUR
FLOW ARROW
HP
HIGH POINT
LP
LOW POINT
FG
FINISHED GRADE
123,q
FINISHED GRADE ELEVATION
123.45 EX.
EXISTING GRADE ELEVATION
---------
DRAINAGESWALE
40%
P SMI R4/RAyg R/F 121 TO4WAYR
24 I
3
D O
LLLL z
N
SASS PRO D J
PRO
26
3
35 J
m
174 N
121
VICINITY MAP
NOT TO SCALE
TEAM MEMBERS
OWNER
WAFFLE HOUSE, INC.
5986 FINANCIAL DRIVE, NORCROSS, GA 30071
ATTN: DREW JOINER PH: (770) 729-5805
DEVELOPER
WAFFLE HOUSE, INC.
5986 FINANCIAL DRIVE, NORCROSS, GA 30071
ATTN: DREW JOINER PH: (770) 729-5805
CIVIL ENGINEER
THOMAS SITE DEVELOPMENT ENGINEERING, INC.
2004 BEDFORD ROAD, SUITE 200
BEDFORD, TEXAS 76021
ATTN : MATHEW THOMAS PH: 214.680.2728
ARCHITECT
MARK D. PAVEY, AIA -ARCHITECT
P.O. BOX 1365
GULF SHORES, AL 36547
ATTN: MARK PAVEY: PH: 334.546.3624
FELDMAN DESIGN STUDIOS
P.O. BOX 832346
RICHARDSON, TX 75083-2346
ATTN: CAROL FELDMAN; PH: 972.523.4944
CONDITIONAL USE REQUEST CU17-13
1. CONDITIONAL USE REQUEST CU17-13 IS A REQUEST TO AMEND THE PREVIOUSLY
APPROVED SITE PLAN OF CU15-33 (ORD. 201547) FOR A PLANNED COMMERCIAL
CENTER, SPECIFICALLY TO ALLOW A POLE SIGN IN CONJUNCTION WITH A
RESTAURANT.
2. LIGHT FIXTURES INCLUDING THE BASE SHALL BE MOUNTED NO HIGHER THAN
THE HIGHEST POINT ON THE PRIMARY STRUCTURE OR 16' IN HEIGHT.
3. LIGHTING LEVELS AT THE NORTH PROPERTY LINE MAY NOT EXCEED 0.5
FOOTCANDLES AND ADJACENT TO THE SOUTH, EAST AND WEST PROPERTY
LINES, INCLUDING ON -PREMISE SIGNAGE MAY NOT EXCEED 3.0 FOOTCANDLES.
0 20 40 60 80
GRAPHIC SCALE IN FEET
1" = 20'
CASE NAME : WAFFLE HOUSE RESTAURANT I w
CASE NUMBER: CU17-13 0
LOCATION: 2805 BASS PRO ROAD
MAYOR SECRETARY
IATE :
PLANNING AND ZONING COMMISSION
CHAIRMAN
DATE: 3
SHEET: 8 OF 10
APPROVAL DOES NOT AUTHORIZE ANY
WORK IN CONFLICT WITH ANY CODES OR
ORDINANCES
DEPARTMENT OF DEVELOPMENT SERVICES
GRADING PLAN
LOT 1B, BLOCK 1, BETHEL CENTER ADDITION -
CITY OF GRAPEVINE, TX 76051
35,146 SF (0.807 AC.)
CITY OF GRAPEVINE
TARRANT COUNTY, TX 76051
OWNER ENGINEER
WAFFLE HOUSE, INC. THOMAS SITE DEVELOPMENT ENGINEERING INC.
5986 FINANCIAL DRIVE, NORCROSS, GA 30071 2004 BEDFORD ROAD, SUITE 200, BEDFORD, TX 76021
ATTN: DREW JOINER PH: (770) 729-5805 ATTN: MATHEW THOMAS, PE PH: (214) 680-2728
r W m Z 0
.WU
"iE
Is
!s -o x
o yro
W Sir
Z M
r oNr
=�ww
r W
it Naw
MATNEW THoeiws�
418%0
i1 µ
C-3.1
SHEET 8 OF 10
LOT 2A -R, BLOCK 1
DEDI'=n TllN
ST. N0. D215217864
I
O. P. R. T. C.T.
BETHEL CENTER ADDITION
CENTER, SPECIFICALLY TO ALLOW A POLE SIGN IN CONJUNCTION WITH A
--'�
14 1
�I
CAB. A, SLIDE 5249
LOT 2A -R, BLOCK 1
MOODY NATIONAL TEXAS
�zgg�N
ORIDA BETHEL, LTD,
P. R. T.C.T.
BETHEL CENTER ADDITION
HOTEL TRUST
0 P.R. T.C.T.
_
05
PROPOSED PUBLIC 6" WATER LINE
CAB. A, SLIDE 5249
INST. N0. D210229025
m I.T
T .
SUPREME BRIGHT GRAPEVINE 11,
P.R. T. C. T.
_
O.P.R.T. C. T. =
INSTALL CLEANOUT AT EASEMENT LINE. -GAS -GAS
I
LLC,
INST. N0. D215291109L-4,11L
III
I
I
INSTALL CLEANOUT AT EVERY CHANGE IN DIRECTION AND AT THE EASEMENT LINE
OCONNECT4'
SEWER LINE FROM BUILDING TO 4' SANITARY SEWER LINE. FLOWLINE=536.50
1500 GAL. GREASE INTERCEPTOR. SEE MEP PLANS FOR MORE DETAILS. RIMS TO 4' ABOVE FINISH GRADE
OINSTALL
IN LANDSCAPED AREAS. FL IN = 537.00 ; FL OUT = 536.90. CONNECT TO GREASE WASTE LINE FROM BUILDING.
�1
4' SEWER LINE FROM GREASE INTERCEPTOR TO 4" SANITARY SEWER LINE.
INSTALL APPROX- 150 LF 2-112' GAS LINE TO ROW. SIZE TO BE VERIFIED BASED ON AVAILABLE PRESSURE AND
1 O
-- E r--_`-1
-•
HAVE TO EXTEND GAS TO THIS SITE AT DEVELOPER EXPENSE.
�T
GAS METER LOCATION. VERIFY WITH ATMOS ENERGY FOR FINAL LOCATION.
12
INSTALL -"CONDUITS (APPROX. 440 LF) FOR ELECTRIC SECONDARY LINES TO BUILDING FROM POLE
MOUNTED TRANSFORMER POWER POLE IN R.O.W. COORDINATE WITH ONCOR FOR SERVICE INSTALLATION
13
I.
LOCK 1
14
SANITARY SEWER, GREASE WASTE, WATER AND GAS LINES FROM BUILDING. COORDINATE WITH
.
rn
r20_BUILDING SETB
y � _ACK
BETHEL CENTER ADDITION
1$
INSTALL CULVERT PER INFORMATION ON SHEET C-3.1
16
REPLACE 8' WIDE SIDEWALK DISTURBED BY WATERLINE TAP PER CITY OF GRAPEVINE STANDARDS
6
— _INST. N0. D21 5 21 7 86 4
I
0'F. R_T.C.L
9 35,146 SQ. FT.
—
0.807 ACRES ---
- — —
-
II
�Q
I II
LOT 1A BLOCK 1
I
N
I
HEL CENTER ADDITION
DEDI'=n TllN
ST. N0. D215217864
I
O. P. R. T. C.T.
1= PF C.T
CENTER, SPECIFICALLY TO ALLOW A POLE SIGN IN CONJUNCTION WITH A
�I
�I
14 1
�I
SERVICE ON EXISTING 12' PVC WATERLINE EASEMENT.
N
- -
�zgg�N
ORIDA BETHEL, LTD,
ad
ST. N0. 0197163086
~-
0 P.R. T.C.T.
_
05
PROPOSED PUBLIC 6" WATER LINE
OINSTALL
ENTRY POINT. - - - - - -
m I.T
T .
4" SANITARY SEWER LINE TO EXIST. SAN. SEWER DROP MANHOLE FLOWLINE 4" IN 534.60
- PROPOSED PRIVATE 6" SAN. SEWEF
zl
INSTALL CLEANOUT AT EASEMENT LINE. -GAS -GAS
I
OINSTALL
III
I
I
GENERAL NOTES
10
I
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I r,
15 RI�r+T-aE-wa;
N 89°39'03"
(PLAT—N. 811389
BASS PRO DRIVE 16 -
VARIABLE WIDTH PUBLIC RIGHT-OF-WAY
1. ALL UNDERGROUND UTILITIES SHOWN ARE BASED ON THE BEST AVAILABLE
INFORMATION. THE CONTRACTOR SHALL VERIFY EXACT UTILITY LOCATIONS PRIOR
TO ANY CONSTRUCTION. THE CONTRACTOR SHALL CALL DIG-TESS AT 1.800.344.8377
PRIOR TO ANY EXCAVATION.
2. IF ANY CONFLICT OR DISCREPANCY FROM THE PLANS IS FOUND, NOTIFY THE
ENGINEER BEFORE CONTINUING WITH ANY FURTHER CONSTRUCTION.
3. ALL PIPE SHALL BE LAID STARTING AT THE PUBLIC TIE-IN LOCATION AND LAID
UPSTREAM FROM THAT POINT.
4. DOMESTIC WATER LINE MECHANICAL DEVICES TO INCLUDE DETECTOR CHECK,
BACKFLOW AND ANTI -SYPHON TO BE LOCATED WITHIN THE MECHANICAL ROOM. SEE
MEP PLANS FOR DETAILS AND DESIGN.
5. ALL SANITARY SEWER AND WATER PIPE AND APPURTENANCES SHALL MEET ASTM
AND CITY OF GRAPEVINE STANDARDS FOR UTILITY CONSTRUCTION,
6. GAS LINE TO BE INSTALLED PER ATMOS REQUIREMENTS. LINE SIZE TO BE
DETERMINED BASED ON LOAD REQUIREMENTS AND AVAILABLE PRESSURE AT GAS
METER.
7. OBTAIN ALL PERMITS REQUIRED BY CITY OF GRAPEVINE PRIOR TO STARTING
CONSTRUCTION OF UTILITIES WITHIN CITY RIGHTS-OF-WAY & EASEMENTS.
8. SEE GENERAL NOTES SHEET C-0.3 FOR ADDITIONAL INFORMATION.
9. FOR IRRIGATION AND ELECTRICAL SLEEVE LOCATIONS REFER TO THE IRRIGATION
AND ELECTRICAL PLANS.
UTILITY MATERIAL SPECIFICATIONS
DESCRIPTIONSPECIHCATION
WWA C901
3" WATERLINE AND SMALLER A&ASTM F714 PE PIPE
GAS LINES ASTM D-2513 DIRECE BURIAL PE PIPE
SANITARY SEWER (4"7015") 15DR26 MEETING ASTM D3034
NOTES BY SYMBOL
DEDI'=n TllN
15' 83111 -DING & LAN
CAPE SETBACK INST No E"l}211-1
T.
_
1= PF C.T
CENTER, SPECIFICALLY TO ALLOW A POLE SIGN IN CONJUNCTION WITH A
t'""�r( S 43°11'13" W 14.35';
14 1
OINSTALL
SERVICE ON EXISTING 12' PVC WATERLINE EASEMENT.
_S - -7.38'. .-
- -
44°29'46" W
(PLAT- S 4326'39' W 7.30')
BASS PRO DRIVE 16 -
VARIABLE WIDTH PUBLIC RIGHT-OF-WAY
1. ALL UNDERGROUND UTILITIES SHOWN ARE BASED ON THE BEST AVAILABLE
INFORMATION. THE CONTRACTOR SHALL VERIFY EXACT UTILITY LOCATIONS PRIOR
TO ANY CONSTRUCTION. THE CONTRACTOR SHALL CALL DIG-TESS AT 1.800.344.8377
PRIOR TO ANY EXCAVATION.
2. IF ANY CONFLICT OR DISCREPANCY FROM THE PLANS IS FOUND, NOTIFY THE
ENGINEER BEFORE CONTINUING WITH ANY FURTHER CONSTRUCTION.
3. ALL PIPE SHALL BE LAID STARTING AT THE PUBLIC TIE-IN LOCATION AND LAID
UPSTREAM FROM THAT POINT.
4. DOMESTIC WATER LINE MECHANICAL DEVICES TO INCLUDE DETECTOR CHECK,
BACKFLOW AND ANTI -SYPHON TO BE LOCATED WITHIN THE MECHANICAL ROOM. SEE
MEP PLANS FOR DETAILS AND DESIGN.
5. ALL SANITARY SEWER AND WATER PIPE AND APPURTENANCES SHALL MEET ASTM
AND CITY OF GRAPEVINE STANDARDS FOR UTILITY CONSTRUCTION,
6. GAS LINE TO BE INSTALLED PER ATMOS REQUIREMENTS. LINE SIZE TO BE
DETERMINED BASED ON LOAD REQUIREMENTS AND AVAILABLE PRESSURE AT GAS
METER.
7. OBTAIN ALL PERMITS REQUIRED BY CITY OF GRAPEVINE PRIOR TO STARTING
CONSTRUCTION OF UTILITIES WITHIN CITY RIGHTS-OF-WAY & EASEMENTS.
8. SEE GENERAL NOTES SHEET C-0.3 FOR ADDITIONAL INFORMATION.
9. FOR IRRIGATION AND ELECTRICAL SLEEVE LOCATIONS REFER TO THE IRRIGATION
AND ELECTRICAL PLANS.
UTILITY MATERIAL SPECIFICATIONS
DESCRIPTIONSPECIHCATION
WWA C901
3" WATERLINE AND SMALLER A&ASTM F714 PE PIPE
GAS LINES ASTM D-2513 DIRECE BURIAL PE PIPE
SANITARY SEWER (4"7015") 15DR26 MEETING ASTM D3034
NOTES BY SYMBOL
TRENCH SAFETY:
STATE OF TEXAS LAW REQUIRES THAT THE CONTRACTOR WILL PROVIDE
ATRENCH SAFETY PLAN (TRENCH SHORING) FOR UTILITY TRENCHES
GREATER THAN FIVE (5) FEET IN DEPTH. THIS PLAN SHALL BE PREPARED
8Y A PROFESSIONAL ENGINEER. THE CONTRACTOR SHALL SUBMIT THE
TRENCH SAFETY PLAN TO THE CITY ENGINEER PRIOR TO THE START OF
CONSTRUCTION.
BENCHMARK:
BENCHMARK NO. 4: ALUMINUM ROAD WITH CAP
STAMPED "CITY OF GRAPEVINE, NO. 4" -
MONUMENT LOCATED AT THE NE CORNER OF
THE GRAPEVINE MUNICIPAL GOLF COURSE.
ELEV: 471.73
GRAPEVINE
LANE HI 99 '
~a
PBA55 S PROD J
VL PRO �G
SRO 26
E
BUS. 714 35 J
m
DALLAS RDi 114 y
HANOVER FW, 127
14
VICINITY MAP
NOT TO SCALE
TEAM MEMBERS
OWNER
WAFFLE HOUSE, INC.
5986 FINANCIAL DRIVE, NORCROSS, GA 30071
ATTN: DREW JOINER PH: (770) 7295805
DEVELOPER
WAFFLE HOUSE, INC.
5986 FINANCIAL DRIVE, NORCROSS, GA 30071
ATTN: DREW JOINER PH: (770) 7295805
CIVIL ENGINEER
THOMAS SITE DEVELOPMENT ENGINEERING, INC.
2004 BEDFORD ROAD, SUITE 200
BEDFORD, TEXAS 76021
ATTN: MATHEW THOMAS PH: 214.680.2728
ARCHITECT
MARK D. PAVEY, AIA - ARCHITECT
P.O. BOX 1365
GULF SHORES, AL 36547
ATTN: MARK PAVEY; PH: 334.546.3624
LANDSCAPE ARCHITECT
FELDMAN DESIGN STUDIOS
P.O. BOX 832346
RICHARDSON. TX 75083-2346
ATTN: CAROL FELDMAN; PH: 972.523.4944
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CONDITIONAL USE REQUEST CU17-13
LEGEND:
1. CONDITIONAL USE REQUEST CU17-131S A REQUEST TO AMEND THE PREVIOUSLY
OEXISTING
FIRE HYDRANT
LOT 1B, BLOCK 1, BETHEL CENTER ADDITION
CENTER, SPECIFICALLY TO ALLOW A POLE SIGN IN CONJUNCTION WITH A
2" TAP FOR DOMESTIC SERVICE (WITH BYPASS) AND 5/8" TAP FOR IRRIGATION •
PROPOSED SAN. SEWER CLEANOU'PROPOSED
OINSTALL
SERVICE ON EXISTING 12' PVC WATERLINE EASEMENT.
SAN. SEWER MANHOLE
2" METER FOR DOMESTIC SERVICE AND 518" METER FOR IRRIGATION SERVICE T
PROPOSED GATE VALVE
OINSTALL
BY PERMIT. INSTALL RPZ BACKFLOW PREVENTER ON IRRIGATION LINE DOWNSTREAM -w yJ
OF METER
-PROPOSED PRIVATE 2' WATERLINE
Q
APPROX. 170 LF OF 2" WATER LINE FOR DOMESTIC SERVICE TO BUILDING SERVICE
PROPOSED PUBLIC 6" WATER LINE
OINSTALL
ENTRY POINT. - - - - - -
- PROPOSED 8" PUBLIC SAN. SEWER
T .
4" SANITARY SEWER LINE TO EXIST. SAN. SEWER DROP MANHOLE FLOWLINE 4" IN 534.60
- PROPOSED PRIVATE 6" SAN. SEWEF
OCONNECT
$
INSTALL CLEANOUT AT EASEMENT LINE. -GAS -GAS
PROPOSED GAS LINE
OINSTALL
APPROX- 155 LF OF PRIVATE 4" SANITARY SEWER AT 1%SLOPE PER PROFILE ON THIS SHEET.
INSTALL CLEANOUT AT EVERY CHANGE IN DIRECTION AND AT THE EASEMENT LINE
OCONNECT4'
SEWER LINE FROM BUILDING TO 4' SANITARY SEWER LINE. FLOWLINE=536.50
1500 GAL. GREASE INTERCEPTOR. SEE MEP PLANS FOR MORE DETAILS. RIMS TO 4' ABOVE FINISH GRADE
OINSTALL
IN LANDSCAPED AREAS. FL IN = 537.00 ; FL OUT = 536.90. CONNECT TO GREASE WASTE LINE FROM BUILDING.
OCONNECT
4' SEWER LINE FROM GREASE INTERCEPTOR TO 4" SANITARY SEWER LINE.
INSTALL APPROX- 150 LF 2-112' GAS LINE TO ROW. SIZE TO BE VERIFIED BASED ON AVAILABLE PRESSURE AND
1 O
DEMAND BY ATMOS ENERGY BEFORE INSTALLATION. NO GAS AVAILABLE AT PROPERTY LINE AND ATMOS WILL
HAVE TO EXTEND GAS TO THIS SITE AT DEVELOPER EXPENSE.
11
GAS METER LOCATION. VERIFY WITH ATMOS ENERGY FOR FINAL LOCATION.
12
INSTALL -"CONDUITS (APPROX. 440 LF) FOR ELECTRIC SECONDARY LINES TO BUILDING FROM POLE
MOUNTED TRANSFORMER POWER POLE IN R.O.W. COORDINATE WITH ONCOR FOR SERVICE INSTALLATION
13
INSTALL 24" CONDUITS FOR COMMUNICATION LINE TO COMMUNICATION DEMARC
BOARD IN BUILDING FROM ROW
14
SANITARY SEWER, GREASE WASTE, WATER AND GAS LINES FROM BUILDING. COORDINATE WITH
PLUMBING PLANS
1$
INSTALL CULVERT PER INFORMATION ON SHEET C-3.1
16
REPLACE 8' WIDE SIDEWALK DISTURBED BY WATERLINE TAP PER CITY OF GRAPEVINE STANDARDS
TRENCH SAFETY:
STATE OF TEXAS LAW REQUIRES THAT THE CONTRACTOR WILL PROVIDE
ATRENCH SAFETY PLAN (TRENCH SHORING) FOR UTILITY TRENCHES
GREATER THAN FIVE (5) FEET IN DEPTH. THIS PLAN SHALL BE PREPARED
8Y A PROFESSIONAL ENGINEER. THE CONTRACTOR SHALL SUBMIT THE
TRENCH SAFETY PLAN TO THE CITY ENGINEER PRIOR TO THE START OF
CONSTRUCTION.
BENCHMARK:
BENCHMARK NO. 4: ALUMINUM ROAD WITH CAP
STAMPED "CITY OF GRAPEVINE, NO. 4" -
MONUMENT LOCATED AT THE NE CORNER OF
THE GRAPEVINE MUNICIPAL GOLF COURSE.
ELEV: 471.73
GRAPEVINE
LANE HI 99 '
~a
PBA55 S PROD J
VL PRO �G
SRO 26
E
BUS. 714 35 J
m
DALLAS RDi 114 y
HANOVER FW, 127
14
VICINITY MAP
NOT TO SCALE
TEAM MEMBERS
OWNER
WAFFLE HOUSE, INC.
5986 FINANCIAL DRIVE, NORCROSS, GA 30071
ATTN: DREW JOINER PH: (770) 7295805
DEVELOPER
WAFFLE HOUSE, INC.
5986 FINANCIAL DRIVE, NORCROSS, GA 30071
ATTN: DREW JOINER PH: (770) 7295805
CIVIL ENGINEER
THOMAS SITE DEVELOPMENT ENGINEERING, INC.
2004 BEDFORD ROAD, SUITE 200
BEDFORD, TEXAS 76021
ATTN: MATHEW THOMAS PH: 214.680.2728
ARCHITECT
MARK D. PAVEY, AIA - ARCHITECT
P.O. BOX 1365
GULF SHORES, AL 36547
ATTN: MARK PAVEY; PH: 334.546.3624
LANDSCAPE ARCHITECT
FELDMAN DESIGN STUDIOS
P.O. BOX 832346
RICHARDSON. TX 75083-2346
ATTN: CAROL FELDMAN; PH: 972.523.4944
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CONDITIONAL USE REQUEST CU17-13
Q
1. CONDITIONAL USE REQUEST CU17-131S A REQUEST TO AMEND THE PREVIOUSLY
APPROVED SITE PLAN OF CU15-33 (ORD. 2015-07) FOR A PLANNED COMMERCIAL
LOT 1B, BLOCK 1, BETHEL CENTER ADDITION
CENTER, SPECIFICALLY TO ALLOW A POLE SIGN IN CONJUNCTION WITH A
RESTAURANT.
a
2. LIGHT FIXTURES INCLUDING THE BASE SHALL BE MOUNTED NO HIGHER THAN
THE HIGHEST POINT ON THE PRIMARY STRUCTURE OR 16' IN HEIGHT.
3. LIGHTING LEVELS AT THE NORTH PROPERTY LINE MAY NOT EXCEED 0.5
CITY OF GRAPEVINE
Q
FOOTCANDLES AND ADJACENT TO THE SOUTH, EAST AND WEST PROPERTY
OWNER ENGINEER
WAFFLE HOUSE, INC. THOMAS SITE DEVELOPMENT ENGINEERING INC.
LINES, INCLUDING ON -PREMISE SIGNAGE MAY NOT EXCEED 3.0 FOOTCANDLES.
5986 FINANCIAL DRIVE, NORCROSS, GA 30071 2004 BEDFORD ROAD, SUITE 200, BEDFORD, TX 76021
T .
0 20 40 60 80
GRAPHIC SCALE IN FEET
1" = 20'
CASE NAME: WAFFLE HOUSE RESTAURANT I w
CASE NUMBER: CU17-13 ao
LOCATION: 2805 BASS PRO ROAD
MAYOR SECRETARY
DATE:
PLANNING AND ZONING COMMISSION
CHAIRMAN
DATE: O
SHEET:_L OF 10
APPROVAL DOES NOT AUTHORIZE ANY
WORK IN CONFLICT WITH ANY CODES OR
ORDINANCES
DEPARTMENT OF DEVELOPMENT SERVICES
UTILITY PLAN
0
LOT 1B, BLOCK 1, BETHEL CENTER ADDITION
CITY OF GRAPEVINE, TX 76051
35,146 SF (0.807 AC.)
CITY OF GRAPEVINE
TARRANT COUNTY, TX 76051
/�
OWNER ENGINEER
WAFFLE HOUSE, INC. THOMAS SITE DEVELOPMENT ENGINEERING INC.
AL1
5986 FINANCIAL DRIVE, NORCROSS, GA 30071 2004 BEDFORD ROAD, SUITE 200, BEDFORD, TX 76021
T .
ATTN: DREW JOINER PH: (770) 729-5805 ATTN: MATHEW THOMAS, PE PH: (214) 6892728
SHEET 9 OF 10
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PROPOSED T CURB INLET
STR-A2
IPROPOSED M
INLET STR-A1
ae
{ w�
PROPOSED S'CURB INLET
f STR-B1
�out eYo.rs. r�1
- -
PROPERTY LINE
- -
ADJOINED PROPERTY
- - -
BUILDING SETBACK LINE
- - -
EXISTING EASEMENTS
- - - - - -
PROPOSED EASEMENTS
LOCATION: 2805 BASS PRO ROAD
EXISTING CURB
PROPOSED CURB
MAYOR SECRETARY
AND GUTTER
EXISTING V CONTOUR
DATE:
PROPOSEDI'CONTOUR
-�
FLOW ARROW
- - - -
DRAINAGE DIVIDE (PROPOSED)
- - -
DRAINAGE DIVIDE (EXISTING)
_ -
DRAINAGE SWALE
A
DRAINAGE INFORMATION
0.59
(AREA ID, AREA (ACRES),
2.00
0100 (CFS))
DESCRIPTION
LOA'G
p�7R/F SAM« W Y
27
GRAPEVINE
LAKE 2499
HIBI
w� O
Pa LL a o#=
w W
/�BASS SPROO
0 PRO O
?� 26
BUS. 114 35
DALLAS RD 114
HANOVER 121
14
VICINITY MAP
NOT TO SCALE
TEAM MEMBERS
OWNER
WAFFLE HOUSE, INC.
5986 FINANCIAL DRIVE, NORCROSS, GA 30071
ATTN: DREW JOINER PH: (770) 729-5805
DEVELOPER
WAFFLE HOUSE, INC.
5986 FINANCIAL DRIVE, NORCROSS, GA 30071
ATTN: DREW JOINER PH: (770) 729-5805
Q = 00
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CIVIL ENGINEER
THOMAS SITE DEVELOPMENT ENGINEERING, INC.
2004 BEDFORD ROAD, SUITE 200
BEDFORD, TEXAS 76021
ATTN: MATHEW THOMAS PH: 214.680.2728
ARCHITECT
MARK D. PAVEY, AIA - ARCHITECT
P.O. BOX 1365
GULF SHORES, AL 36547
ATTN: MARK PAVEY; PH: 334.546.3624
LANDSCAPE ARCHITECT
FELDMAN DESIGN STUDIOS
P.O. BOX 832346
RICHARDSON, TX 75083-2346
ATTN: CAROL FELDMAN; PH: 972.523.4944
CONDITIONAL USE REQUEST CU17-13
1. CONDITIONAL USE REQUEST CU17-13 IS A REQUEST TO AMEND THE PREVIOUSLY
APPROVED SITE PLAN OF CU15-33 (ORD. 2015-47) FOR A PLANNED COMMERCIAL
CENTER, SPECIFICALLY TO ALLOW A POLE SIGN IN CONJUNCTION WITH A
RESTAURANT.
2. LIGHT FIXTURES INCLUDING THE BASE SHALL BE MOUNTED NO HIGHER THAN
THE HIGHEST POINT ON THE PRIMARY STRUCTURE OR 16' IN HEIGHT.
3. LIGHTING LEVELS AT THE NORTH PROPERTY LINE MAY NOT EXCEED 0.5
FOOTCANDLES AND ADJACENT TO THE SOUTH, EAST AND WEST PROPERTY
LINES, INCLUDING ON -PREMISE SIGNAGE MAY NOT EXCEED 3.0 FOOTCANDLES.
5' CURB INLET IN SUMP CONDITION
DEPTH Yo AT INLET = 0.25'
LENGTH OF INLET = 5'
CAPACITY OF INLET = 1.75 CFS /LF OF LENGTH (PER
iSWM DESIGN MANUAL FIGURE 3.2-9
TOTAL CAPACITY OF INLET: 8.75 CFS
BENCHMARK:
BENCHMARK NO. 4: ALUMINUM ROAD WITH CAP
STAMPED "CITY OF GRAPEVINE, NO. 4" -
MONUMENT LOCATED AT THE NE CORNER OF
THE GRAPEVINE MUNICIPAL GOLF COURSE.
ELEV: 471.73
DRAINAGE AREA MAPS
LOT 1 B, BLOCK 1, BETHEL CENTER ADDITION
CITY OF GRAPEVINE, TX 76051
35,146 SF (0.807 AC.)
CITY OF GRAPEVINE
TARRANT COUNTY, TX 76051
OWNER ENGINEER
WAFFLE HOUSE, INC. THOMAS SITE DEVELOPMENT ENGINEERING INC.
5986 FINANCIAL DRIVE, NORCROSS. GA 30071 2004 BEDFORD ROAD, SUITE 200, BEDFORD, TX 76021
AIN: DREW JOINER PH: (770) 729-5805 ATTN: MATHEW THOMAS, PE PH: (214) 680-2728
r
MAn1EW THonlAsj
pn
i7
C-3.0
SHEET10OF10
CASE NAME: WAFFLE HOUSE RESTAURANT w
CASE NUMBER. CU17-13 0
LOCATION: 2805 BASS PRO ROAD
MAYOR SECRETARY
DATE:
DRAINAGE NOTES
PLANNING AND ZONING COMMISSION
1. THE LOT 3R7 -A AND 3R1 -B HAVE BEEN INCLUDED AS A FULLY DEVELOPED CONDITION
DESIGNATED AS DRAINAGE AREA -OS-1' ON THE ENGINEERING AND DRAINAGE PLANS
NAMED'GRAPEVINE TEXAS MULTIFAMILY' DATED 8-15-2012 BY SPAIRS ENGINEERING.
CHAIRMAN
2. LOT 3R7 -B IS BEING DRAINED IN A FULLY DEVELOPED CONDITION BY A 24' STORM DRAIN AS
DATE:
DESIGNATED AS DRAINAGE AREA'D' ON THE ENGINEERING AND DRAINAGE PLANS NAMED
_
TACO CASA RESTAURANT' DATED 01-15.2015 BY JDJR CONSULTANTS AND ENGINEERS INC.
0
40 $ 120
160
SHEET: 10OF 10
APPROVAL DOES NOT AUTHORIZE ANY
GRAPHIC SCALE IN FEET
WORK IN CONFLICT WITH ANY CODES OR
ORDINANCES
1" = 40'
DEPARTMENT OF DEVELOPMENT SERVICES
5' CURB INLET IN SUMP CONDITION
DEPTH Yo AT INLET = 0.25'
LENGTH OF INLET = 5'
CAPACITY OF INLET = 1.75 CFS /LF OF LENGTH (PER
iSWM DESIGN MANUAL FIGURE 3.2-9
TOTAL CAPACITY OF INLET: 8.75 CFS
BENCHMARK:
BENCHMARK NO. 4: ALUMINUM ROAD WITH CAP
STAMPED "CITY OF GRAPEVINE, NO. 4" -
MONUMENT LOCATED AT THE NE CORNER OF
THE GRAPEVINE MUNICIPAL GOLF COURSE.
ELEV: 471.73
DRAINAGE AREA MAPS
LOT 1 B, BLOCK 1, BETHEL CENTER ADDITION
CITY OF GRAPEVINE, TX 76051
35,146 SF (0.807 AC.)
CITY OF GRAPEVINE
TARRANT COUNTY, TX 76051
OWNER ENGINEER
WAFFLE HOUSE, INC. THOMAS SITE DEVELOPMENT ENGINEERING INC.
5986 FINANCIAL DRIVE, NORCROSS. GA 30071 2004 BEDFORD ROAD, SUITE 200, BEDFORD, TX 76021
AIN: DREW JOINER PH: (770) 729-5805 ATTN: MATHEW THOMAS, PE PH: (214) 680-2728
r
MAn1EW THonlAsj
pn
i7
C-3.0
SHEET10OF10